TY  - CONF
AU  - Tekić, Žikica
AU  - Kozarić, Ljiljana
AU  - Vojnić Purčar, Martina
PY  - 2023
UR  - https://raf.arh.bg.ac.rs/handle/123456789/1379
AB  - U radu je prikazano rešenje drvene konstrukcije centralnog dela krova crkve, u gradu Nikšiću u Crnoj Gori.
Centralni deo krova je oblika pravilne piramide nad osmougaonom osnovom. Osnovni konstruktivni sistem čini osam
zakrivljenih nosača od drveta, koji se oslanjanju u uglovima osmougaonika i vezuju u jednoj tački na vrhu krova. Iznad
ovih nosača, u njihovoj ravni su dodati drveni kosi štapovi, kako bi se formirao piramidalni oblik krova. S obzirom na
zakrivljenu formu nosača osnovnog konstruktivnog sistema, projektom konstrukcije je predviđeno lepljeno lamelirano
drvo za osnovne elemente konstrukcije krova. Rešenje obuhvata prikaz svih elemenata konstrukcije krova, po hijerarhiji
prenošenja opterećenja, kao i rešenje metalnog okova za međusobnu vezu drvenih elemenata.
AB  - The paper presents the solution of the timber roof structure of the central nave in the town of Nikšić in Montenegro. The central part of the roof is shaped like a regular pyramid over an octagonal base. The basic structural system consists of eight curved timber girders, which are supported in the corners of the octagon and are connected at one point at the top of the roof. Above these girders, in their plane, the secondary supporting structure was added, in order to form the pyramidal shape of the roof. Considering the curved shape of the girders of the basic structural system, the design of the structure foresees glued laminated timber for the basic elements of the roof structure. The solution includes a presentation of all elements of the roof construction, according to the hierarchy of load transfer, as well as a solution of steel connectors for the mutual connection of timber elements.
PB  - Društvo za geotehniku u Bosni i Hercegovini = Geotechnical Society of Bosnia and Herzegovina
C3  - Zbornik radova  naučno - stručni simpozijum Geo-Expo 2023 = Proceedings  scientific and expert conference Geo-Expo 2023
T1  - Drvena konstrukcija centralnog dela krova crkve u Nikšiću
T1  - The timber roof structure of the church central nave in Niksic
SP  - 155
EP  - 162
DO  - 10.35123/GEO-EXPO_2023_16
ER  - 

@conference{
author = "Tekić, Žikica and Kozarić, Ljiljana and Vojnić Purčar, Martina",
year = "2023",
abstract = "U radu je prikazano rešenje drvene konstrukcije centralnog dela krova crkve, u gradu Nikšiću u Crnoj Gori.
Centralni deo krova je oblika pravilne piramide nad osmougaonom osnovom. Osnovni konstruktivni sistem čini osam
zakrivljenih nosača od drveta, koji se oslanjanju u uglovima osmougaonika i vezuju u jednoj tački na vrhu krova. Iznad
ovih nosača, u njihovoj ravni su dodati drveni kosi štapovi, kako bi se formirao piramidalni oblik krova. S obzirom na
zakrivljenu formu nosača osnovnog konstruktivnog sistema, projektom konstrukcije je predviđeno lepljeno lamelirano
drvo za osnovne elemente konstrukcije krova. Rešenje obuhvata prikaz svih elemenata konstrukcije krova, po hijerarhiji
prenošenja opterećenja, kao i rešenje metalnog okova za međusobnu vezu drvenih elemenata., The paper presents the solution of the timber roof structure of the central nave in the town of Nikšić in Montenegro. The central part of the roof is shaped like a regular pyramid over an octagonal base. The basic structural system consists of eight curved timber girders, which are supported in the corners of the octagon and are connected at one point at the top of the roof. Above these girders, in their plane, the secondary supporting structure was added, in order to form the pyramidal shape of the roof. Considering the curved shape of the girders of the basic structural system, the design of the structure foresees glued laminated timber for the basic elements of the roof structure. The solution includes a presentation of all elements of the roof construction, according to the hierarchy of load transfer, as well as a solution of steel connectors for the mutual connection of timber elements.",
publisher = "Društvo za geotehniku u Bosni i Hercegovini = Geotechnical Society of Bosnia and Herzegovina",
journal = "Zbornik radova  naučno - stručni simpozijum Geo-Expo 2023 = Proceedings  scientific and expert conference Geo-Expo 2023",
title = "Drvena konstrukcija centralnog dela krova crkve u Nikšiću, The timber roof structure of the church central nave in Niksic",
pages = "155-162",
doi = "10.35123/GEO-EXPO_2023_16"
}

Tekić, Ž., Kozarić, L.,& Vojnić Purčar, M.. (2023). Drvena konstrukcija centralnog dela krova crkve u Nikšiću. in Zbornik radova  naučno - stručni simpozijum Geo-Expo 2023 = Proceedings  scientific and expert conference Geo-Expo 2023
Društvo za geotehniku u Bosni i Hercegovini = Geotechnical Society of Bosnia and Herzegovina., 155-162.
https://doi.org/10.35123/GEO-EXPO_2023_16

Tekić Ž, Kozarić L, Vojnić Purčar M. Drvena konstrukcija centralnog dela krova crkve u Nikšiću. in Zbornik radova  naučno - stručni simpozijum Geo-Expo 2023 = Proceedings  scientific and expert conference Geo-Expo 2023. 2023;:155-162.
doi:10.35123/GEO-EXPO_2023_16 .

Tekić, Žikica, Kozarić, Ljiljana, Vojnić Purčar, Martina, "Drvena konstrukcija centralnog dela krova crkve u Nikšiću" in Zbornik radova  naučno - stručni simpozijum Geo-Expo 2023 = Proceedings  scientific and expert conference Geo-Expo 2023 (2023):155-162,
https://doi.org/10.35123/GEO-EXPO_2023_16 . .

TY  - CONF
AU  - Tekić, Žikica
AU  - Kozarić, Ljiljana
AU  - Lukić, Jasmina
PY  - 2021
UR  - https://raf.arh.bg.ac.rs/handle/123456789/1369
AB  - U radu je prikazano rešenje drvene konstrukcije krova crkve u gradu Malmeu u Švedskoj.
Centralni deo krova čini kupola kao najviši deo krova, dok je niži deo krova formiran od
četiri poluobličasta svoda. S obzirom na zakrivljenu formu krova, projektom konstrukcije
je predviđeno lepljeno lamelirano drvo za elemente konstrukcije krova. Nosači su
izvedeni od lamela debljine 10 mm, što je uslovljeno malim radijusom zakrivljenja
lamela. Konstrukcija ja napravljena iz segmenata u proizvodnom pogonu u Beogradu, i
kao takva transportovana na gradilište. U sklopu rada je dato i nekoliko fotografija
nastalih u fazi sklapanja i montaže drvene konstrukcije.
PB  - Univerzitet u Beogradu ‐ Arhitektonski fakultet
C3  - Osmi nacionalni naučno ‐ stručni skup  sa međunarodnim učešćem instalacije & arhitektura 2021 
T1  - Drvena konstrukcija krova crkve u Švedskoj
UR  - https://hdl.handle.net/21.15107/rcub_raf_1369
ER  - 

@conference{
author = "Tekić, Žikica and Kozarić, Ljiljana and Lukić, Jasmina",
year = "2021",
abstract = "U radu je prikazano rešenje drvene konstrukcije krova crkve u gradu Malmeu u Švedskoj.
Centralni deo krova čini kupola kao najviši deo krova, dok je niži deo krova formiran od
četiri poluobličasta svoda. S obzirom na zakrivljenu formu krova, projektom konstrukcije
je predviđeno lepljeno lamelirano drvo za elemente konstrukcije krova. Nosači su
izvedeni od lamela debljine 10 mm, što je uslovljeno malim radijusom zakrivljenja
lamela. Konstrukcija ja napravljena iz segmenata u proizvodnom pogonu u Beogradu, i
kao takva transportovana na gradilište. U sklopu rada je dato i nekoliko fotografija
nastalih u fazi sklapanja i montaže drvene konstrukcije.",
publisher = "Univerzitet u Beogradu ‐ Arhitektonski fakultet",
journal = "Osmi nacionalni naučno ‐ stručni skup  sa međunarodnim učešćem instalacije & arhitektura 2021 ",
title = "Drvena konstrukcija krova crkve u Švedskoj",
url = "https://hdl.handle.net/21.15107/rcub_raf_1369"
}

Tekić, Ž., Kozarić, L.,& Lukić, J.. (2021). Drvena konstrukcija krova crkve u Švedskoj. in Osmi nacionalni naučno ‐ stručni skup  sa međunarodnim učešćem instalacije & arhitektura 2021 
Univerzitet u Beogradu ‐ Arhitektonski fakultet..
https://hdl.handle.net/21.15107/rcub_raf_1369

Tekić Ž, Kozarić L, Lukić J. Drvena konstrukcija krova crkve u Švedskoj. in Osmi nacionalni naučno ‐ stručni skup  sa međunarodnim učešćem instalacije & arhitektura 2021 . 2021;.
https://hdl.handle.net/21.15107/rcub_raf_1369 .

Tekić, Žikica, Kozarić, Ljiljana, Lukić, Jasmina, "Drvena konstrukcija krova crkve u Švedskoj" in Osmi nacionalni naučno ‐ stručni skup  sa međunarodnim učešćem instalacije & arhitektura 2021  (2021),
https://hdl.handle.net/21.15107/rcub_raf_1369 .

TY  - CONF
AU  - Tekić, Žikica
AU  - Kozarić, Ljiljana
AU  - Lukić, Jasmina
PY  - 2021
UR  - https://raf.arh.bg.ac.rs/handle/123456789/1368
AB  - U radu je prikazano rešenje konstrukcije jednovodnog krova, primenom drvenih rešetkastih nosača u Sistemu LKV. Osnovni oblik LKV elementa je nosač sa paralelnim pojasnim štapovima, obostrano prepušten, u cilju formiranja strehe na podužnim stranama objekta. Na bočnim stranama objekta streha je formirana izvođenjem konzolnih LKV nosača, oslonjenih na armirano‐betonski venac. Veza nosača na tom sektoru objekta je izvedena pomoću posebno oblikovanog metalnog okova. Projektom konstrukcije je definisan koncept i geometrija konstrukcije krova, kao i geometrija svih LKV nosača koji formiraju krovnu strukturu.
PB  - Univerzitet u Beogradu ‐ Arhitektonski fakultet
C3  - Osmi nacionalni naučno ‐ stručni skup  sa međunarodnim učešćem instalacije & arhitektura 2021 
T1  - Drvena konstrukcija krova vinarije u Topoli
UR  - https://hdl.handle.net/21.15107/rcub_raf_1368
ER  - 

@conference{
author = "Tekić, Žikica and Kozarić, Ljiljana and Lukić, Jasmina",
year = "2021",
abstract = "U radu je prikazano rešenje konstrukcije jednovodnog krova, primenom drvenih rešetkastih nosača u Sistemu LKV. Osnovni oblik LKV elementa je nosač sa paralelnim pojasnim štapovima, obostrano prepušten, u cilju formiranja strehe na podužnim stranama objekta. Na bočnim stranama objekta streha je formirana izvođenjem konzolnih LKV nosača, oslonjenih na armirano‐betonski venac. Veza nosača na tom sektoru objekta je izvedena pomoću posebno oblikovanog metalnog okova. Projektom konstrukcije je definisan koncept i geometrija konstrukcije krova, kao i geometrija svih LKV nosača koji formiraju krovnu strukturu.",
publisher = "Univerzitet u Beogradu ‐ Arhitektonski fakultet",
journal = "Osmi nacionalni naučno ‐ stručni skup  sa međunarodnim učešćem instalacije & arhitektura 2021 ",
title = "Drvena konstrukcija krova vinarije u Topoli",
url = "https://hdl.handle.net/21.15107/rcub_raf_1368"
}

Tekić, Ž., Kozarić, L.,& Lukić, J.. (2021). Drvena konstrukcija krova vinarije u Topoli. in Osmi nacionalni naučno ‐ stručni skup  sa međunarodnim učešćem instalacije & arhitektura 2021 
Univerzitet u Beogradu ‐ Arhitektonski fakultet..
https://hdl.handle.net/21.15107/rcub_raf_1368

Tekić Ž, Kozarić L, Lukić J. Drvena konstrukcija krova vinarije u Topoli. in Osmi nacionalni naučno ‐ stručni skup  sa međunarodnim učešćem instalacije & arhitektura 2021 . 2021;.
https://hdl.handle.net/21.15107/rcub_raf_1368 .

Tekić, Žikica, Kozarić, Ljiljana, Lukić, Jasmina, "Drvena konstrukcija krova vinarije u Topoli" in Osmi nacionalni naučno ‐ stručni skup  sa međunarodnim učešćem instalacije & arhitektura 2021  (2021),
https://hdl.handle.net/21.15107/rcub_raf_1368 .

TY  - JOUR
AU  - Kozarić, Ljiljana
AU  - Bursać, Smilja
AU  - Vojnić Purčar, Martina
AU  - Bešević, Bešević
AU  - Tekić, Žikica
PY  - 2021
UR  - https://raf.arh.bg.ac.rs/handle/123456789/1208
AB  - The aim of this paper is to present numerical investigations of dynamic characteristics and bending stiffness for cross laminated timber floor panels with and without service openings. Five-layer panels with the
outer layers oriented in the longitudinal direction of the panel have been analyzed. In order to explore the full
potential of this floor system using a limited number of measurements and structural tests, models based on the
finite element method have been proposed, validated against experimental results and then used to investigate the
effect of opening position in the floor on main structural performance parameters. The results showed that, when
the need for additional service opening appears, a slight decrease of the main structural characteristics of the
cross laminated timber floor panels is achievable with an adequate geometrical position of the opening in the floor
PB  - Faculty of Forestry and Wood Technology University of Zagreb
T2  - Drvna industrija Scientific Journal of Wood Technology
T1  - Finite Element Analysis of Dynamic Characteristics and Bending Stiffness for Cross Laminated Timber Floor Panels with and without Openings
T1  - Analiza dinamičkih obilježja i krutosti pri savijanju podnih ploča od križno lameliranog drva provedena metodom konačnih elemenata
VL  - 72
IS  - 4
SP  - 373
EP  - 379
UR  - https://hdl.handle.net/21.15107/rcub_raf_1208
ER  - 

@article{
author = "Kozarić, Ljiljana and Bursać, Smilja and Vojnić Purčar, Martina and Bešević, Bešević and Tekić, Žikica",
year = "2021",
abstract = "The aim of this paper is to present numerical investigations of dynamic characteristics and bending stiffness for cross laminated timber floor panels with and without service openings. Five-layer panels with the
outer layers oriented in the longitudinal direction of the panel have been analyzed. In order to explore the full
potential of this floor system using a limited number of measurements and structural tests, models based on the
finite element method have been proposed, validated against experimental results and then used to investigate the
effect of opening position in the floor on main structural performance parameters. The results showed that, when
the need for additional service opening appears, a slight decrease of the main structural characteristics of the
cross laminated timber floor panels is achievable with an adequate geometrical position of the opening in the floor",
publisher = "Faculty of Forestry and Wood Technology University of Zagreb",
journal = "Drvna industrija Scientific Journal of Wood Technology",
title = "Finite Element Analysis of Dynamic Characteristics and Bending Stiffness for Cross Laminated Timber Floor Panels with and without Openings, Analiza dinamičkih obilježja i krutosti pri savijanju podnih ploča od križno lameliranog drva provedena metodom konačnih elemenata",
volume = "72",
number = "4",
pages = "373-379",
url = "https://hdl.handle.net/21.15107/rcub_raf_1208"
}

Kozarić, L., Bursać, S., Vojnić Purčar, M., Bešević, B.,& Tekić, Ž.. (2021). Finite Element Analysis of Dynamic Characteristics and Bending Stiffness for Cross Laminated Timber Floor Panels with and without Openings. in Drvna industrija Scientific Journal of Wood Technology
Faculty of Forestry and Wood Technology University of Zagreb., 72(4), 373-379.
https://hdl.handle.net/21.15107/rcub_raf_1208

Kozarić L, Bursać S, Vojnić Purčar M, Bešević B, Tekić Ž. Finite Element Analysis of Dynamic Characteristics and Bending Stiffness for Cross Laminated Timber Floor Panels with and without Openings. in Drvna industrija Scientific Journal of Wood Technology. 2021;72(4):373-379.
https://hdl.handle.net/21.15107/rcub_raf_1208 .

Kozarić, Ljiljana, Bursać, Smilja, Vojnić Purčar, Martina, Bešević, Bešević, Tekić, Žikica, "Finite Element Analysis of Dynamic Characteristics and Bending Stiffness for Cross Laminated Timber Floor Panels with and without Openings" in Drvna industrija Scientific Journal of Wood Technology, 72, no. 4 (2021):373-379,
https://hdl.handle.net/21.15107/rcub_raf_1208 .

TY  - CONF
AU  - Tekić, Žikica
AU  - Kozarić, Ljiljana
AU  - Vojnić Purčar, Martina
PY  - 2020
UR  - https://raf.arh.bg.ac.rs/handle/123456789/1380
AB  - U radu su prikazani okvirni drveni rešetkasti nosači u sistemu LKV i njihova primena kod trovodnih krovova. Posebna pažnja je posvećena projektovanju bočnog sektora krova, u funkciji statičke visine nosača i veličine pripadajućeg opterećenja. Dati su osnovni principi funkcionalne organizacije karakterističnih sektora krova, što je od značaja za definisanje geometrije svih nosača koji formiraju drvenu strukturu. Unifikacija prefabrikovanih elemenata je od značaja za proizvodnju i ekonomičnost drvene strukture. U sklopu drvene strukture su takođe dati položaj i geometrija spregova za ukrućenje, kao sastavnih elemenata strukture krova.
PB  - Društvo za geotehniku u Bosni i Hercegovini = Geotechnical Society of Bosnia and Herzegovina
C3  - Zbornik radova  naučno - stručni simpozijum Geo-Expo 2020 =  Proceedings  scientific and expert conference Geo-Expo 2020
T1  - Okvirni drveni rešetkasti nosači u sistemu LKV
T1  - Timber frame truss constructions in the LKV system
SP  - 57
EP  - 62
DO  - 10.35123/GEO-EXPO_2020_8
ER  - 

@conference{
author = "Tekić, Žikica and Kozarić, Ljiljana and Vojnić Purčar, Martina",
year = "2020",
abstract = "U radu su prikazani okvirni drveni rešetkasti nosači u sistemu LKV i njihova primena kod trovodnih krovova. Posebna pažnja je posvećena projektovanju bočnog sektora krova, u funkciji statičke visine nosača i veličine pripadajućeg opterećenja. Dati su osnovni principi funkcionalne organizacije karakterističnih sektora krova, što je od značaja za definisanje geometrije svih nosača koji formiraju drvenu strukturu. Unifikacija prefabrikovanih elemenata je od značaja za proizvodnju i ekonomičnost drvene strukture. U sklopu drvene strukture su takođe dati položaj i geometrija spregova za ukrućenje, kao sastavnih elemenata strukture krova.",
publisher = "Društvo za geotehniku u Bosni i Hercegovini = Geotechnical Society of Bosnia and Herzegovina",
journal = "Zbornik radova  naučno - stručni simpozijum Geo-Expo 2020 =  Proceedings  scientific and expert conference Geo-Expo 2020",
title = "Okvirni drveni rešetkasti nosači u sistemu LKV, Timber frame truss constructions in the LKV system",
pages = "57-62",
doi = "10.35123/GEO-EXPO_2020_8"
}

Tekić, Ž., Kozarić, L.,& Vojnić Purčar, M.. (2020). Okvirni drveni rešetkasti nosači u sistemu LKV. in Zbornik radova  naučno - stručni simpozijum Geo-Expo 2020 =  Proceedings  scientific and expert conference Geo-Expo 2020
Društvo za geotehniku u Bosni i Hercegovini = Geotechnical Society of Bosnia and Herzegovina., 57-62.
https://doi.org/10.35123/GEO-EXPO_2020_8

Tekić Ž, Kozarić L, Vojnić Purčar M. Okvirni drveni rešetkasti nosači u sistemu LKV. in Zbornik radova  naučno - stručni simpozijum Geo-Expo 2020 =  Proceedings  scientific and expert conference Geo-Expo 2020. 2020;:57-62.
doi:10.35123/GEO-EXPO_2020_8 .

Tekić, Žikica, Kozarić, Ljiljana, Vojnić Purčar, Martina, "Okvirni drveni rešetkasti nosači u sistemu LKV" in Zbornik radova  naučno - stručni simpozijum Geo-Expo 2020 =  Proceedings  scientific and expert conference Geo-Expo 2020 (2020):57-62,
https://doi.org/10.35123/GEO-EXPO_2020_8 . .

TY  - CONF
AU  - Kozarić, Ljiljana
AU  - Vojnić Purčar, Martina
AU  - Tekić, Žikica
AU  - Bešević, Miroslav
AU  - Živković, Smilja
PY  - 2020
UR  - https://raf.arh.bg.ac.rs/handle/123456789/1363
AB  - The fundamental vibration frequency and deflections due to the unit static force of
the cross-laminated timber panels of different heights and spans were calculated. The
calculation of the effective flexural rigidity was performed by the Gamma method. Obtained
values are compared with the values obtained by modeling the construction in the Ansys
software package. Three types of floor panels were analyzed with the same combinations of
layer thicknesses in the cross section, but with different number of layers. The panels are 4, 5
and 6 meters long and 1 meter wide. Based on the results, recommendations have been made in
accordance with current criteria that define the acceptable behavior of lightweight floor
structures in relation to vibrations caused by human action.
PB  - IOP Publishing Ltd.
C3  - IOP Conference Series: Materials Science and Engineering, Volume 789, International Conference CIBv2019 Civil Engineering and Building Services 1-2 November 2019, Brașov, Romania
T1  - Dynamic characteristics of CLT panels: Computer modelling and simulations
VL  - 789
DO  - 10.1088/1757-899X/789/1/012031
ER  - 

@conference{
author = "Kozarić, Ljiljana and Vojnić Purčar, Martina and Tekić, Žikica and Bešević, Miroslav and Živković, Smilja",
year = "2020",
abstract = "The fundamental vibration frequency and deflections due to the unit static force of
the cross-laminated timber panels of different heights and spans were calculated. The
calculation of the effective flexural rigidity was performed by the Gamma method. Obtained
values are compared with the values obtained by modeling the construction in the Ansys
software package. Three types of floor panels were analyzed with the same combinations of
layer thicknesses in the cross section, but with different number of layers. The panels are 4, 5
and 6 meters long and 1 meter wide. Based on the results, recommendations have been made in
accordance with current criteria that define the acceptable behavior of lightweight floor
structures in relation to vibrations caused by human action.",
publisher = "IOP Publishing Ltd.",
journal = "IOP Conference Series: Materials Science and Engineering, Volume 789, International Conference CIBv2019 Civil Engineering and Building Services 1-2 November 2019, Brașov, Romania",
title = "Dynamic characteristics of CLT panels: Computer modelling and simulations",
volume = "789",
doi = "10.1088/1757-899X/789/1/012031"
}

Kozarić, L., Vojnić Purčar, M., Tekić, Ž., Bešević, M.,& Živković, S.. (2020). Dynamic characteristics of CLT panels: Computer modelling and simulations. in IOP Conference Series: Materials Science and Engineering, Volume 789, International Conference CIBv2019 Civil Engineering and Building Services 1-2 November 2019, Brașov, Romania
IOP Publishing Ltd.., 789.
https://doi.org/10.1088/1757-899X/789/1/012031

Kozarić L, Vojnić Purčar M, Tekić Ž, Bešević M, Živković S. Dynamic characteristics of CLT panels: Computer modelling and simulations. in IOP Conference Series: Materials Science and Engineering, Volume 789, International Conference CIBv2019 Civil Engineering and Building Services 1-2 November 2019, Brașov, Romania. 2020;789.
doi:10.1088/1757-899X/789/1/012031 .

Kozarić, Ljiljana, Vojnić Purčar, Martina, Tekić, Žikica, Bešević, Miroslav, Živković, Smilja, "Dynamic characteristics of CLT panels: Computer modelling and simulations" in IOP Conference Series: Materials Science and Engineering, Volume 789, International Conference CIBv2019 Civil Engineering and Building Services 1-2 November 2019, Brașov, Romania, 789 (2020),
https://doi.org/10.1088/1757-899X/789/1/012031 . .

TY  - CONF
AU  - Tekić, Žikica
AU  - Kozarić, Ljiljana
AU  - Đorđević, Saša
PY  - 2019
UR  - https://raf.arh.bg.ac.rs/handle/123456789/1361
AB  - U radu je prikazano rešenje proširenja postojećeg otvora u nosivom zidanom zidu
između sobe i lođe, kako bi se nakon zatvaranja fasadne ravni lođe, dva prostora
objedinila u jedan i time dobila soba većih dimenzija. Rekonstrukcija je izvedena
pomoću čeličnih profila, koji su prihvatili opterećenje od tavanica i zidova gornjih etaža
i preneli ga na konstrukciju donjih etaža objekta. Rekonstrukcijom nije narušena
nosivost, upotrebljivost i stabilnost postojećih elemenata konstrukcije objekta.
PB  - Beograd : Univerzitet u Beogradu - Arhitektonski fakultet
C3  - Zbornik radova [Elektronski izvor] / Sedmi nacionalni naučno-stručni skup sa međunarodnim učešćem Instalacije & arhitektura 2019, Beograd, 05. decembar 2019.
T1  - Proširenje postojećeg otvora u nosivom zidanom zidu
SP  - 91
EP  - 95
UR  - https://hdl.handle.net/21.15107/rcub_raf_1361
ER  - 

@conference{
author = "Tekić, Žikica and Kozarić, Ljiljana and Đorđević, Saša",
year = "2019",
abstract = "U radu je prikazano rešenje proširenja postojećeg otvora u nosivom zidanom zidu
između sobe i lođe, kako bi se nakon zatvaranja fasadne ravni lođe, dva prostora
objedinila u jedan i time dobila soba većih dimenzija. Rekonstrukcija je izvedena
pomoću čeličnih profila, koji su prihvatili opterećenje od tavanica i zidova gornjih etaža
i preneli ga na konstrukciju donjih etaža objekta. Rekonstrukcijom nije narušena
nosivost, upotrebljivost i stabilnost postojećih elemenata konstrukcije objekta.",
publisher = "Beograd : Univerzitet u Beogradu - Arhitektonski fakultet",
journal = "Zbornik radova [Elektronski izvor] / Sedmi nacionalni naučno-stručni skup sa međunarodnim učešćem Instalacije & arhitektura 2019, Beograd, 05. decembar 2019.",
title = "Proširenje postojećeg otvora u nosivom zidanom zidu",
pages = "91-95",
url = "https://hdl.handle.net/21.15107/rcub_raf_1361"
}

Tekić, Ž., Kozarić, L.,& Đorđević, S.. (2019). Proširenje postojećeg otvora u nosivom zidanom zidu. in Zbornik radova [Elektronski izvor] / Sedmi nacionalni naučno-stručni skup sa međunarodnim učešćem Instalacije & arhitektura 2019, Beograd, 05. decembar 2019.
Beograd : Univerzitet u Beogradu - Arhitektonski fakultet., 91-95.
https://hdl.handle.net/21.15107/rcub_raf_1361

Tekić Ž, Kozarić L, Đorđević S. Proširenje postojećeg otvora u nosivom zidanom zidu. in Zbornik radova [Elektronski izvor] / Sedmi nacionalni naučno-stručni skup sa međunarodnim učešćem Instalacije & arhitektura 2019, Beograd, 05. decembar 2019.. 2019;:91-95.
https://hdl.handle.net/21.15107/rcub_raf_1361 .

Tekić, Žikica, Kozarić, Ljiljana, Đorđević, Saša, "Proširenje postojećeg otvora u nosivom zidanom zidu" in Zbornik radova [Elektronski izvor] / Sedmi nacionalni naučno-stručni skup sa međunarodnim učešćem Instalacije & arhitektura 2019, Beograd, 05. decembar 2019. (2019):91-95,
https://hdl.handle.net/21.15107/rcub_raf_1361 .

TY  - CONF
AU  - Tekić, Žikica
AU  - Kozarić, Ljiljana
AU  - Adžić, Nebojša
PY  - 2019
UR  - https://raf.arh.bg.ac.rs/handle/123456789/1360
AB  - U radu je prikazano rešenje konstrukcije četvorovodnog krova primenom drvenih
rešetkastih nosača u Sistemu LKV. Osnovni principi konstruisanja i oblikovanja
četvorovodnih krovova sa istim nagibima krovnih ravni, važe i za krovove sa različitim
nagibima krovnih ravni, uz određene modifikacije, što je u ovom slučaju i prikazano na
realizovanoj drvenoj krovnoj strukturi. Projektom konstrukcije je definisan koncept i
geometrija konstrukcije krova, kao i geometrija svih LKV nosača koji formiraju krovnu
strukturu.
PB  - Beograd : Univerzitet u Beogradu - Arhitektonski fakultet
C3  - Zbornik radova [Elektronski izvor] / Sedmi nacionalni naučno-stručni skup sa međunarodnim učešćem Instalacije & arhitektura 2019, Beograd, 05. decembar 2019.
T1  - Četvorovodni krov u sistemu LKV sa različitim nagibima krovnih ravni
SP  - 86
EP  - 90
UR  - https://hdl.handle.net/21.15107/rcub_raf_1360
ER  - 

@conference{
author = "Tekić, Žikica and Kozarić, Ljiljana and Adžić, Nebojša",
year = "2019",
abstract = "U radu je prikazano rešenje konstrukcije četvorovodnog krova primenom drvenih
rešetkastih nosača u Sistemu LKV. Osnovni principi konstruisanja i oblikovanja
četvorovodnih krovova sa istim nagibima krovnih ravni, važe i za krovove sa različitim
nagibima krovnih ravni, uz određene modifikacije, što je u ovom slučaju i prikazano na
realizovanoj drvenoj krovnoj strukturi. Projektom konstrukcije je definisan koncept i
geometrija konstrukcije krova, kao i geometrija svih LKV nosača koji formiraju krovnu
strukturu.",
publisher = "Beograd : Univerzitet u Beogradu - Arhitektonski fakultet",
journal = "Zbornik radova [Elektronski izvor] / Sedmi nacionalni naučno-stručni skup sa međunarodnim učešćem Instalacije & arhitektura 2019, Beograd, 05. decembar 2019.",
title = "Četvorovodni krov u sistemu LKV sa različitim nagibima krovnih ravni",
pages = "86-90",
url = "https://hdl.handle.net/21.15107/rcub_raf_1360"
}

Tekić, Ž., Kozarić, L.,& Adžić, N.. (2019). Četvorovodni krov u sistemu LKV sa različitim nagibima krovnih ravni. in Zbornik radova [Elektronski izvor] / Sedmi nacionalni naučno-stručni skup sa međunarodnim učešćem Instalacije & arhitektura 2019, Beograd, 05. decembar 2019.
Beograd : Univerzitet u Beogradu - Arhitektonski fakultet., 86-90.
https://hdl.handle.net/21.15107/rcub_raf_1360

Tekić Ž, Kozarić L, Adžić N. Četvorovodni krov u sistemu LKV sa različitim nagibima krovnih ravni. in Zbornik radova [Elektronski izvor] / Sedmi nacionalni naučno-stručni skup sa međunarodnim učešćem Instalacije & arhitektura 2019, Beograd, 05. decembar 2019.. 2019;:86-90.
https://hdl.handle.net/21.15107/rcub_raf_1360 .

Tekić, Žikica, Kozarić, Ljiljana, Adžić, Nebojša, "Četvorovodni krov u sistemu LKV sa različitim nagibima krovnih ravni" in Zbornik radova [Elektronski izvor] / Sedmi nacionalni naučno-stručni skup sa međunarodnim učešćem Instalacije & arhitektura 2019, Beograd, 05. decembar 2019. (2019):86-90,
https://hdl.handle.net/21.15107/rcub_raf_1360 .

TY  - JOUR
AU  - Tekić, Žikica
AU  - Kozarić, Ljiljana
AU  - Vojnić Purčar, Martina
AU  - Lukić, Snježan
PY  - 2019
UR  - https://raf.arh.bg.ac.rs/handle/123456789/783
AB  - This paper presents results of the experimental determination of the load-bearing capacity
of structural timber connections realized by nail metal connector plates as a function of nail
location, length and diameter. Three different diameters of the nails have been used, specifically
2.0, 2.5, and 3.1 mm. The length of the metal nails in connectors has been determined after the
detailed analysis, and kept at 20 mm during the experimental research. Nails distribution over
the connector plate is such that it forms the series of equilateral triangles, so that a side of the
triangle equals five times the diameter of the nails used. Preceding the testing, and while using
the above listed parameters certain analysis has been done. In order to experimentally determine
the load-bearing capacity of the nail metal connectors, the penetration depth, i.e. the length of
the nails has been kept constant, while using three different nail diameters. The testing has been
done on multiple samples in the accordance with Eurocode 5.
AB  - U radu je prikazano eksperimentalno određivanje nosivosti veza ostvarenih ekserastim metalnim konekterima, u funkciji položaja, dužine i prečnika eksera. Ekserasti konekteri koji su podvrgnuti ispitivanju su napravljeni upotrebom eksera dužine 20 mm, prečnika 2.0 mm, 2.5 mm i 3.1 mm. Raspored eksera po površini metalne ploče konektera je takav da oni formiraju mrežu jednakostraničnih trouglova, gde je dužina stranice trougla jednaka petostrukoj vrednosti prečnika eksera. U skladu sa navedenim parametrima, urađene su određene analize koje su prethodile eksperimentalnom ispitivanju. Eksperimentom su utvrđene nosivosti ekserastog metalnog konektera, upotrebom tri različita prečnika eksera, ali iste dužine, odnosno iste dubine zabijanja eksera u drvo. Eksperiment je izveden na više uzoraka, u skladu sa Evrokodom 5.
PB  - Statny Drevarsky Vyskumny Ustav
T2  - Wood Research
T1  - Load-bearing capacity of metal connector plates depending on location and geometry of the nail
T1  - Nosivost metalnоg konektera u zavisnosti od položaja i geometrije eksera
VL  - 64
IS  - 4
SP  - 677
EP  - 690
UR  - https://hdl.handle.net/21.15107/rcub_raf_783
ER  - 

@article{
author = "Tekić, Žikica and Kozarić, Ljiljana and Vojnić Purčar, Martina and Lukić, Snježan",
year = "2019",
abstract = "This paper presents results of the experimental determination of the load-bearing capacity
of structural timber connections realized by nail metal connector plates as a function of nail
location, length and diameter. Three different diameters of the nails have been used, specifically
2.0, 2.5, and 3.1 mm. The length of the metal nails in connectors has been determined after the
detailed analysis, and kept at 20 mm during the experimental research. Nails distribution over
the connector plate is such that it forms the series of equilateral triangles, so that a side of the
triangle equals five times the diameter of the nails used. Preceding the testing, and while using
the above listed parameters certain analysis has been done. In order to experimentally determine
the load-bearing capacity of the nail metal connectors, the penetration depth, i.e. the length of
the nails has been kept constant, while using three different nail diameters. The testing has been
done on multiple samples in the accordance with Eurocode 5., U radu je prikazano eksperimentalno određivanje nosivosti veza ostvarenih ekserastim metalnim konekterima, u funkciji položaja, dužine i prečnika eksera. Ekserasti konekteri koji su podvrgnuti ispitivanju su napravljeni upotrebom eksera dužine 20 mm, prečnika 2.0 mm, 2.5 mm i 3.1 mm. Raspored eksera po površini metalne ploče konektera je takav da oni formiraju mrežu jednakostraničnih trouglova, gde je dužina stranice trougla jednaka petostrukoj vrednosti prečnika eksera. U skladu sa navedenim parametrima, urađene su određene analize koje su prethodile eksperimentalnom ispitivanju. Eksperimentom su utvrđene nosivosti ekserastog metalnog konektera, upotrebom tri različita prečnika eksera, ali iste dužine, odnosno iste dubine zabijanja eksera u drvo. Eksperiment je izveden na više uzoraka, u skladu sa Evrokodom 5.",
publisher = "Statny Drevarsky Vyskumny Ustav",
journal = "Wood Research",
title = "Load-bearing capacity of metal connector plates depending on location and geometry of the nail, Nosivost metalnоg konektera u zavisnosti od položaja i geometrije eksera",
volume = "64",
number = "4",
pages = "677-690",
url = "https://hdl.handle.net/21.15107/rcub_raf_783"
}

Tekić, Ž., Kozarić, L., Vojnić Purčar, M.,& Lukić, S.. (2019). Load-bearing capacity of metal connector plates depending on location and geometry of the nail. in Wood Research
Statny Drevarsky Vyskumny Ustav., 64(4), 677-690.
https://hdl.handle.net/21.15107/rcub_raf_783

Tekić Ž, Kozarić L, Vojnić Purčar M, Lukić S. Load-bearing capacity of metal connector plates depending on location and geometry of the nail. in Wood Research. 2019;64(4):677-690.
https://hdl.handle.net/21.15107/rcub_raf_783 .

Tekić, Žikica, Kozarić, Ljiljana, Vojnić Purčar, Martina, Lukić, Snježan, "Load-bearing capacity of metal connector plates depending on location and geometry of the nail" in Wood Research, 64, no. 4 (2019):677-690,
https://hdl.handle.net/21.15107/rcub_raf_783 .

TY  - CONF
AU  - Tekić, Žikica
AU  - Kozarić, Ljiljana
AU  - Vojnić Purčar, Martina
PY  - 2019
UR  - https://raf.arh.bg.ac.rs/handle/123456789/789
AB  - The paper presents wooden trusses with parallel chords designed in the System
of lightweight roof girders - LKV system, and their application in the construction of
buildings. The basic static systems of these girders, their characteristics, as well as
numerous examples of constructed wooden structures are presented. In the structure of
the wooden constructions, these girders can play the role of bearing elements for receiving
gravity loading, as well as the role of lateral bracing frame.
AB  - U radu su prikazani nosači sa paralelnim pojasnim štapovima projektovani u Sistemu LKV, i njihova primena u konstrukcijama objekata visokogradnje. Prikazani su osnovni statički sistemi ovih nosača, njihove karakteristike, kao i brojni primeri izvedenih drvenih konstrukcija primenom ovih oblika nosača. U strukturi drvene konstrukcije, ovi nosači mogu imati ulogu nosivih elemenata za prijem gravitacionog opterećenja, kao i ulogu spregova protiv vetra i spregova za ukrućenje.
PB  - Subotica: Građevinski fakultet Subotica
C3  - Zbornik radova 7. međunarodne konferencije Savremena dostignuća u građevinarstvu 2019
T1  - System of lightweight roof girders with parallel chords and their application
T1  - LKV nosači sa paralelnim pojasnim štapovima i njihova primena
SP  - 259
EP  - 264
DO  - 10.14415/konferencijaGFS2019.022
ER  - 

@conference{
author = "Tekić, Žikica and Kozarić, Ljiljana and Vojnić Purčar, Martina",
year = "2019",
abstract = "The paper presents wooden trusses with parallel chords designed in the System
of lightweight roof girders - LKV system, and their application in the construction of
buildings. The basic static systems of these girders, their characteristics, as well as
numerous examples of constructed wooden structures are presented. In the structure of
the wooden constructions, these girders can play the role of bearing elements for receiving
gravity loading, as well as the role of lateral bracing frame., U radu su prikazani nosači sa paralelnim pojasnim štapovima projektovani u Sistemu LKV, i njihova primena u konstrukcijama objekata visokogradnje. Prikazani su osnovni statički sistemi ovih nosača, njihove karakteristike, kao i brojni primeri izvedenih drvenih konstrukcija primenom ovih oblika nosača. U strukturi drvene konstrukcije, ovi nosači mogu imati ulogu nosivih elemenata za prijem gravitacionog opterećenja, kao i ulogu spregova protiv vetra i spregova za ukrućenje.",
publisher = "Subotica: Građevinski fakultet Subotica",
journal = "Zbornik radova 7. međunarodne konferencije Savremena dostignuća u građevinarstvu 2019",
title = "System of lightweight roof girders with parallel chords and their application, LKV nosači sa paralelnim pojasnim štapovima i njihova primena",
pages = "259-264",
doi = "10.14415/konferencijaGFS2019.022"
}

Tekić, Ž., Kozarić, L.,& Vojnić Purčar, M.. (2019). System of lightweight roof girders with parallel chords and their application. in Zbornik radova 7. međunarodne konferencije Savremena dostignuća u građevinarstvu 2019
Subotica: Građevinski fakultet Subotica., 259-264.
https://doi.org/10.14415/konferencijaGFS2019.022

Tekić Ž, Kozarić L, Vojnić Purčar M. System of lightweight roof girders with parallel chords and their application. in Zbornik radova 7. međunarodne konferencije Savremena dostignuća u građevinarstvu 2019. 2019;:259-264.
doi:10.14415/konferencijaGFS2019.022 .

Tekić, Žikica, Kozarić, Ljiljana, Vojnić Purčar, Martina, "System of lightweight roof girders with parallel chords and their application" in Zbornik radova 7. međunarodne konferencije Savremena dostignuća u građevinarstvu 2019 (2019):259-264,
https://doi.org/10.14415/konferencijaGFS2019.022 . .

TY  - JOUR
AU  - Tekić, Žikica
AU  - Nenadović, Aleksandra
AU  - Đorđević, Saša M.
AU  - Lukić, Snježan
PY  - 2018
UR  - https://raf.arh.bg.ac.rs/handle/123456789/309
AB  - This paper deals with the results of experimental determination of load-bearing capacity of structural timber connections realized by nail metal connector plates, in the function of nail to steel plate connection rigidity. In the first group of test samples, the nails are embedded in pre-drilled holes in the steel plate. In the second group, the nails are embedded in pre-drilled holes and then the head of nail is welded to steel plate by its circumference. The main originality of the study is reflected in the achievement of rigidity of the connection of nails and the sleet plate, that is, in provision of rotation resistance, which leads to the plastic hinge formation at the surface of the steel plate, and thus to the increase of connection ductility. The study showed to what extent the degree of nail-to-plate connection rigidity affects the load-bearing capacity of structural timber member connections. Experimental testing was conducted in accordance with the provisions of Eurocode 5.
PB  - Statny Drevarsky Vyskumny Ustav
T2  - Wood Research
T1  - Nail metal connector plate - load-bearing capacity of connector in function of nail-to-plate connection rigidity
VL  - 63
IS  - 1
SP  - 85
EP  - 95
UR  - https://hdl.handle.net/21.15107/rcub_raf_309
ER  - 

@article{
author = "Tekić, Žikica and Nenadović, Aleksandra and Đorđević, Saša M. and Lukić, Snježan",
year = "2018",
abstract = "This paper deals with the results of experimental determination of load-bearing capacity of structural timber connections realized by nail metal connector plates, in the function of nail to steel plate connection rigidity. In the first group of test samples, the nails are embedded in pre-drilled holes in the steel plate. In the second group, the nails are embedded in pre-drilled holes and then the head of nail is welded to steel plate by its circumference. The main originality of the study is reflected in the achievement of rigidity of the connection of nails and the sleet plate, that is, in provision of rotation resistance, which leads to the plastic hinge formation at the surface of the steel plate, and thus to the increase of connection ductility. The study showed to what extent the degree of nail-to-plate connection rigidity affects the load-bearing capacity of structural timber member connections. Experimental testing was conducted in accordance with the provisions of Eurocode 5.",
publisher = "Statny Drevarsky Vyskumny Ustav",
journal = "Wood Research",
title = "Nail metal connector plate - load-bearing capacity of connector in function of nail-to-plate connection rigidity",
volume = "63",
number = "1",
pages = "85-95",
url = "https://hdl.handle.net/21.15107/rcub_raf_309"
}

Tekić, Ž., Nenadović, A., Đorđević, S. M.,& Lukić, S.. (2018). Nail metal connector plate - load-bearing capacity of connector in function of nail-to-plate connection rigidity. in Wood Research
Statny Drevarsky Vyskumny Ustav., 63(1), 85-95.
https://hdl.handle.net/21.15107/rcub_raf_309

Tekić Ž, Nenadović A, Đorđević SM, Lukić S. Nail metal connector plate - load-bearing capacity of connector in function of nail-to-plate connection rigidity. in Wood Research. 2018;63(1):85-95.
https://hdl.handle.net/21.15107/rcub_raf_309 .

Tekić, Žikica, Nenadović, Aleksandra, Đorđević, Saša M., Lukić, Snježan, "Nail metal connector plate - load-bearing capacity of connector in function of nail-to-plate connection rigidity" in Wood Research, 63, no. 1 (2018):85-95,
https://hdl.handle.net/21.15107/rcub_raf_309 .

TY  - JOUR
AU  - Nenadović, Aleksandra
AU  - Tekić, Žikica
AU  - Đorđević, Saša M.
PY  - 2018
UR  - https://raf.arh.bg.ac.rs/handle/123456789/316
AB  - Activities related to buildings contribute to a large degree to environmental degradation. It is necessary to reduce the negative environmental impact and resource consumption throughout the life cycle of the building. The aim is to optimize building performances in accordance with the integrated design objectives. The building structure, along with other elements of architectural space, determines the performances of the building. The building structure should be designed and evaluated as a sub-system of the building, whose behaviour is directed towards the aim of system-building ecological quality. This paper deals with the analysis of structural design in accordance with integrated design objectives, which are derived from quantitative and qualitative indicators of ecological quality of building, within the criteria of environmental protection throughout the life cycle of the building. The overall objective is to reduce harmful emissions to the air, water and soil, as well as to increase the efficiency of resource use, that is, to reduce the intensity of their use. Based on subject analysis, the environmentally-based criteria for the design and evaluation of building structures are derived, in the function of creating the environmentally acceptable building solutions. The present analysis points to the necessity of applying a complex and systemic approach to structural design, in function of achieving the ecological quality of buildings.
PB  - Univerzitet u Beogradu - Institut za nuklearne nauke Vinča, Beograd
T2  - Thermal Science
T1  - Environmentally-based structural design criteria for buildings
VL  - 22
SP  - 1047
EP  - 1058
DO  - 10.2298/TSCI170525132N
ER  - 

@article{
author = "Nenadović, Aleksandra and Tekić, Žikica and Đorđević, Saša M.",
year = "2018",
abstract = "Activities related to buildings contribute to a large degree to environmental degradation. It is necessary to reduce the negative environmental impact and resource consumption throughout the life cycle of the building. The aim is to optimize building performances in accordance with the integrated design objectives. The building structure, along with other elements of architectural space, determines the performances of the building. The building structure should be designed and evaluated as a sub-system of the building, whose behaviour is directed towards the aim of system-building ecological quality. This paper deals with the analysis of structural design in accordance with integrated design objectives, which are derived from quantitative and qualitative indicators of ecological quality of building, within the criteria of environmental protection throughout the life cycle of the building. The overall objective is to reduce harmful emissions to the air, water and soil, as well as to increase the efficiency of resource use, that is, to reduce the intensity of their use. Based on subject analysis, the environmentally-based criteria for the design and evaluation of building structures are derived, in the function of creating the environmentally acceptable building solutions. The present analysis points to the necessity of applying a complex and systemic approach to structural design, in function of achieving the ecological quality of buildings.",
publisher = "Univerzitet u Beogradu - Institut za nuklearne nauke Vinča, Beograd",
journal = "Thermal Science",
title = "Environmentally-based structural design criteria for buildings",
volume = "22",
pages = "1047-1058",
doi = "10.2298/TSCI170525132N"
}

Nenadović, A., Tekić, Ž.,& Đorđević, S. M.. (2018). Environmentally-based structural design criteria for buildings. in Thermal Science
Univerzitet u Beogradu - Institut za nuklearne nauke Vinča, Beograd., 22, 1047-1058.
https://doi.org/10.2298/TSCI170525132N

Nenadović A, Tekić Ž, Đorđević SM. Environmentally-based structural design criteria for buildings. in Thermal Science. 2018;22:1047-1058.
doi:10.2298/TSCI170525132N .

Nenadović, Aleksandra, Tekić, Žikica, Đorđević, Saša M., "Environmentally-based structural design criteria for buildings" in Thermal Science, 22 (2018):1047-1058,
https://doi.org/10.2298/TSCI170525132N . .

TY  - CONF
AU  - Nenadović, Aleksandra
AU  - Tekić, Žikica
PY  - 2018
UR  - https://raf.arh.bg.ac.rs/handle/123456789/646
AB  - Raising the level of sustainability in construction refers to reduction of negative environmental
impact and resource consumption throughout the life cycle of built facilities, with a simultaneous
increase in life quality. Ferrocement is a material that is nowadays increasingly used
worldwide precisely because of the possibility to meet the numerous requirements which concern
the ecological quality of buildings. Having in mind functional and design possibilitieswhich
ferrocement offers as a constructive material, it is used for making of a wide range of structural
elements, as well as for the strengthening of the existing structures. In addition to the above,
ferrocement finds its application within the composite building structures. This paper analyzes
the forms of application of ferrocement within composite building structures, as well as the
benefits of its application in such systems in the context of sustainability. The analyzed systems
are based on the composite action of ferrocement and conventional reinforced concrete, the
composite action of ferrocement and steel load bearing elements, as well as on the composite
action of ferrocement, steel load bearing elements and conventional reinforced concrete. The
present analysis pointed to the key sustainability benefits of ferrocement application in composite
building structures, as well as to the need for further research on possible use forms of this
material within such systems, in function of raising the sustainability of the built environment.
PB  - Belgrade : University, Faculty of Architecture
C3  - Conference Proceedings [Elektronski izvor] / 5th international Academic Conference on Places and Technologies, [Belgrade]
T1  - Sustainability benefits of ferrocement аpplication in composite building structures
SP  - 471
EP  - 478
UR  - https://hdl.handle.net/21.15107/rcub_raf_646
ER  - 

@conference{
author = "Nenadović, Aleksandra and Tekić, Žikica",
year = "2018",
abstract = "Raising the level of sustainability in construction refers to reduction of negative environmental
impact and resource consumption throughout the life cycle of built facilities, with a simultaneous
increase in life quality. Ferrocement is a material that is nowadays increasingly used
worldwide precisely because of the possibility to meet the numerous requirements which concern
the ecological quality of buildings. Having in mind functional and design possibilitieswhich
ferrocement offers as a constructive material, it is used for making of a wide range of structural
elements, as well as for the strengthening of the existing structures. In addition to the above,
ferrocement finds its application within the composite building structures. This paper analyzes
the forms of application of ferrocement within composite building structures, as well as the
benefits of its application in such systems in the context of sustainability. The analyzed systems
are based on the composite action of ferrocement and conventional reinforced concrete, the
composite action of ferrocement and steel load bearing elements, as well as on the composite
action of ferrocement, steel load bearing elements and conventional reinforced concrete. The
present analysis pointed to the key sustainability benefits of ferrocement application in composite
building structures, as well as to the need for further research on possible use forms of this
material within such systems, in function of raising the sustainability of the built environment.",
publisher = "Belgrade : University, Faculty of Architecture",
journal = "Conference Proceedings [Elektronski izvor] / 5th international Academic Conference on Places and Technologies, [Belgrade]",
title = "Sustainability benefits of ferrocement аpplication in composite building structures",
pages = "471-478",
url = "https://hdl.handle.net/21.15107/rcub_raf_646"
}

Nenadović, A.,& Tekić, Ž.. (2018). Sustainability benefits of ferrocement аpplication in composite building structures. in Conference Proceedings [Elektronski izvor] / 5th international Academic Conference on Places and Technologies, [Belgrade]
Belgrade : University, Faculty of Architecture., 471-478.
https://hdl.handle.net/21.15107/rcub_raf_646

Nenadović A, Tekić Ž. Sustainability benefits of ferrocement аpplication in composite building structures. in Conference Proceedings [Elektronski izvor] / 5th international Academic Conference on Places and Technologies, [Belgrade]. 2018;:471-478.
https://hdl.handle.net/21.15107/rcub_raf_646 .

Nenadović, Aleksandra, Tekić, Žikica, "Sustainability benefits of ferrocement аpplication in composite building structures" in Conference Proceedings [Elektronski izvor] / 5th international Academic Conference on Places and Technologies, [Belgrade] (2018):471-478,
https://hdl.handle.net/21.15107/rcub_raf_646 .

TY  - JOUR
AU  - Kozarić, Ljiljana
AU  - Tekić, Žikica
AU  - Bešević, Miroslav
AU  - Vojnić Purčar, Martina
AU  - Živković, Smilja
PY  - 2018
UR  - https://raf.arh.bg.ac.rs/handle/123456789/797
AB  - This paper summarizes current regulations for comfort assessment of structural vibrations of timber floors in Europe and main design practices of timber floors on this aspect among the European countries. For building design, human activities are the most important internal sources of vibration in timber floors. The daily human activities such as walking, jumping or running on the floor may lead to an uncomfortable feeling to the users when magnitudes of the vibration are uncontrolled. Comparisons of vibration serviceability criteria for design of timber floors among the European countries were conducted and the recommendations on vibration serviceability design of timber floors are proposed.
PB  - Romania, Brasov: Transilvania University, Faculty of Civil Engineering
T2  - Bulletin of the Transilvania University of Brasov
T1  - Serviceability criteria for design of timber floors
VL  - 11
IS  - 60
SP  - 81
EP  - 86
UR  - https://hdl.handle.net/21.15107/rcub_raf_797
ER  - 

@article{
author = "Kozarić, Ljiljana and Tekić, Žikica and Bešević, Miroslav and Vojnić Purčar, Martina and Živković, Smilja",
year = "2018",
abstract = "This paper summarizes current regulations for comfort assessment of structural vibrations of timber floors in Europe and main design practices of timber floors on this aspect among the European countries. For building design, human activities are the most important internal sources of vibration in timber floors. The daily human activities such as walking, jumping or running on the floor may lead to an uncomfortable feeling to the users when magnitudes of the vibration are uncontrolled. Comparisons of vibration serviceability criteria for design of timber floors among the European countries were conducted and the recommendations on vibration serviceability design of timber floors are proposed.",
publisher = "Romania, Brasov: Transilvania University, Faculty of Civil Engineering",
journal = "Bulletin of the Transilvania University of Brasov",
title = "Serviceability criteria for design of timber floors",
volume = "11",
number = "60",
pages = "81-86",
url = "https://hdl.handle.net/21.15107/rcub_raf_797"
}

Kozarić, L., Tekić, Ž., Bešević, M., Vojnić Purčar, M.,& Živković, S.. (2018). Serviceability criteria for design of timber floors. in Bulletin of the Transilvania University of Brasov
Romania, Brasov: Transilvania University, Faculty of Civil Engineering., 11(60), 81-86.
https://hdl.handle.net/21.15107/rcub_raf_797

Kozarić L, Tekić Ž, Bešević M, Vojnić Purčar M, Živković S. Serviceability criteria for design of timber floors. in Bulletin of the Transilvania University of Brasov. 2018;11(60):81-86.
https://hdl.handle.net/21.15107/rcub_raf_797 .

Kozarić, Ljiljana, Tekić, Žikica, Bešević, Miroslav, Vojnić Purčar, Martina, Živković, Smilja, "Serviceability criteria for design of timber floors" in Bulletin of the Transilvania University of Brasov, 11, no. 60 (2018):81-86,
https://hdl.handle.net/21.15107/rcub_raf_797 .

TY  - JOUR
AU  - Tekić, Žikica
AU  - Đorđević, Saša M.
AU  - Tomić, Dušan
PY  - 2017
UR  - https://raf.arh.bg.ac.rs/handle/123456789/261
AB  - This paper demonstrates the results of experimental determination of load-bearing capacity of structural timber member connections realized by nail metal connector plates which represent a new type of mechanical fasteners in load-bearing timber structures. The application of this type of metal connector should eliminate weakness of the standard metal connector plates produced by sheet perforating and pulling the teeth perpendicular to a sheet plane. The aim of the conducted experimental study was to determine the load-bearing capacity of connections realized by nail metal connector plates, in accordance with the provisions of Eurocode 5. Experimental testing was conducted by loading of multiple samples up to the limit bearing capacity of connection realized by nail metal connector plate. Discussion of the test results included the analysis of the limit bearing capacity of connection for different values of connection displacements, comparison of the obtained results with characteristic load-bearing capacity of standard type of metal connectors and with load-bearing capacity of nails calculated in accordance with limit state theory. Review of the determined limit bearing capacities of realized connections was given in the conclusion, together with the comment on test results, for the purpose of improving the application of metal connectors in modern systems of timber structures.
PB  - Faculty of Mechanical Engineering in Slavonski Brod, Faculty of Electrical Engineering in Osijek, Faculty of Civil Engineering in Osijek
T2  - Tehnicki vjesnik - Technical gazette
T1  - Nail metal connector plate - experimental determination of load-bearing capacity of timber member connections
VL  - 24
IS  - 1
SP  - 35
EP  - 42
DO  - 10.17559/TV-20150416162209
ER  - 

@article{
author = "Tekić, Žikica and Đorđević, Saša M. and Tomić, Dušan",
year = "2017",
abstract = "This paper demonstrates the results of experimental determination of load-bearing capacity of structural timber member connections realized by nail metal connector plates which represent a new type of mechanical fasteners in load-bearing timber structures. The application of this type of metal connector should eliminate weakness of the standard metal connector plates produced by sheet perforating and pulling the teeth perpendicular to a sheet plane. The aim of the conducted experimental study was to determine the load-bearing capacity of connections realized by nail metal connector plates, in accordance with the provisions of Eurocode 5. Experimental testing was conducted by loading of multiple samples up to the limit bearing capacity of connection realized by nail metal connector plate. Discussion of the test results included the analysis of the limit bearing capacity of connection for different values of connection displacements, comparison of the obtained results with characteristic load-bearing capacity of standard type of metal connectors and with load-bearing capacity of nails calculated in accordance with limit state theory. Review of the determined limit bearing capacities of realized connections was given in the conclusion, together with the comment on test results, for the purpose of improving the application of metal connectors in modern systems of timber structures.",
publisher = "Faculty of Mechanical Engineering in Slavonski Brod, Faculty of Electrical Engineering in Osijek, Faculty of Civil Engineering in Osijek",
journal = "Tehnicki vjesnik - Technical gazette",
title = "Nail metal connector plate - experimental determination of load-bearing capacity of timber member connections",
volume = "24",
number = "1",
pages = "35-42",
doi = "10.17559/TV-20150416162209"
}

Tekić, Ž., Đorđević, S. M.,& Tomić, D.. (2017). Nail metal connector plate - experimental determination of load-bearing capacity of timber member connections. in Tehnicki vjesnik - Technical gazette
Faculty of Mechanical Engineering in Slavonski Brod, Faculty of Electrical Engineering in Osijek, Faculty of Civil Engineering in Osijek., 24(1), 35-42.
https://doi.org/10.17559/TV-20150416162209

Tekić Ž, Đorđević SM, Tomić D. Nail metal connector plate - experimental determination of load-bearing capacity of timber member connections. in Tehnicki vjesnik - Technical gazette. 2017;24(1):35-42.
doi:10.17559/TV-20150416162209 .

Tekić, Žikica, Đorđević, Saša M., Tomić, Dušan, "Nail metal connector plate - experimental determination of load-bearing capacity of timber member connections" in Tehnicki vjesnik - Technical gazette, 24, no. 1 (2017):35-42,
https://doi.org/10.17559/TV-20150416162209 . .

TY  - JOUR
AU  - Tekić, Žikica
AU  - Đorđević, Saša
AU  - Tomić, Dušan
PY  - 2017
UR  - https://raf.arh.bg.ac.rs/handle/123456789/1072
AB  - This paper demonstrates the results of experimental determination of load-bearing capacity of structural timber member connections realized by nail metal
connector plates which represent a new type of mechanical fasteners in load-bearing timber structures. The application of this type of metal connector
should eliminate weakness of the standard metal connector plates produced by sheet perforating and pulling the teeth perpendicular to a sheet plane. The
aim of the conducted experimental study was to determine the load-bearing capacity of connections realized by nail metal connector plates, in accordance
with the provisions of Eurocode 5. Experimental testing was conducted by loading of multiple samples up to the limit bearing capacity of connection
realized by nail metal connector plate. Discussion of the test results included the analysis of the limit bearing capacity of connection for different values of
connection displacements, comparison of the obtained results with characteristic load-bearing capacity of standard type of metal connectors and with loadbearing capacity of nails calculated in accordance with limit state theory. Review of the determined limit bearing capacities of realized connections was
given in the conclusion, together with the comment on test results, for the purpose of improving the application of metal connectors in modern systems of
timber structures.
PB  - Faculty of Mechanical Engineering in Slavonski Brod
PB  - Faculty of Electrical Engineering in Osijek
PB  - Faculty of Civil Engineering in Osijek
T2  - Tehnički vjesnik =  Technical gazette
T1  - Nail metal connector plate - experimental determination of load-bearing capacity of timber member connections
VL  - 24
IS  - 1
SP  - 35
EP  - 42
UR  - https://hdl.handle.net/21.15107/rcub_raf_1072
ER  - 

@article{
author = "Tekić, Žikica and Đorđević, Saša and Tomić, Dušan",
year = "2017",
abstract = "This paper demonstrates the results of experimental determination of load-bearing capacity of structural timber member connections realized by nail metal
connector plates which represent a new type of mechanical fasteners in load-bearing timber structures. The application of this type of metal connector
should eliminate weakness of the standard metal connector plates produced by sheet perforating and pulling the teeth perpendicular to a sheet plane. The
aim of the conducted experimental study was to determine the load-bearing capacity of connections realized by nail metal connector plates, in accordance
with the provisions of Eurocode 5. Experimental testing was conducted by loading of multiple samples up to the limit bearing capacity of connection
realized by nail metal connector plate. Discussion of the test results included the analysis of the limit bearing capacity of connection for different values of
connection displacements, comparison of the obtained results with characteristic load-bearing capacity of standard type of metal connectors and with loadbearing capacity of nails calculated in accordance with limit state theory. Review of the determined limit bearing capacities of realized connections was
given in the conclusion, together with the comment on test results, for the purpose of improving the application of metal connectors in modern systems of
timber structures.",
publisher = "Faculty of Mechanical Engineering in Slavonski Brod, Faculty of Electrical Engineering in Osijek, Faculty of Civil Engineering in Osijek",
journal = "Tehnički vjesnik =  Technical gazette",
title = "Nail metal connector plate - experimental determination of load-bearing capacity of timber member connections",
volume = "24",
number = "1",
pages = "35-42",
url = "https://hdl.handle.net/21.15107/rcub_raf_1072"
}

Tekić, Ž., Đorđević, S.,& Tomić, D.. (2017). Nail metal connector plate - experimental determination of load-bearing capacity of timber member connections. in Tehnički vjesnik =  Technical gazette
Faculty of Mechanical Engineering in Slavonski Brod., 24(1), 35-42.
https://hdl.handle.net/21.15107/rcub_raf_1072

Tekić Ž, Đorđević S, Tomić D. Nail metal connector plate - experimental determination of load-bearing capacity of timber member connections. in Tehnički vjesnik =  Technical gazette. 2017;24(1):35-42.
https://hdl.handle.net/21.15107/rcub_raf_1072 .

Tekić, Žikica, Đorđević, Saša, Tomić, Dušan, "Nail metal connector plate - experimental determination of load-bearing capacity of timber member connections" in Tehnički vjesnik =  Technical gazette, 24, no. 1 (2017):35-42,
https://hdl.handle.net/21.15107/rcub_raf_1072 .

TY  - CONF
AU  - Nenadović, Aleksandra
AU  - Tekić, Žikica
PY  - 2016
UR  - https://raf.arh.bg.ac.rs/handle/123456789/489
AB  - Raising the level of sustainability in construction refers to reduction of negative environmental
impact and resource consumption throughout the life-cycle of built facilities, with a simultaneous
increase in life quality. The aim is to optimize the performances of buildings, in accordance with
the indicators of ecological quality. The load-bearing structure, together with other elements of
architectural space, determines the performances of the building. The load-bearing structure
should be designed and evaluated as a sub-system of the building, whose behaviour is directed
towards the aim of system-building – ecological quality. This paper analyses the conceptual
structural design according to the criteria of environmental protection, with the aim of reducing
the requirement for total primary energy. The subject of analysis is design interventions at the
level of structural form and applied structural materials, which reduce total energy consumption,
including embodied and operational energy, throughout the lifecycle of the building. The present
analysis pointed to the necessity of applying a complex and systemic approach to the structural
design, in function of achieving the ecological quality of buildings.
PB  - Belgrade : University of Belgrade - Faculty of Architecture
C3  - Conference Proceedings [Elektronski izvor] / 3rd international Academic Conference on Places and Technologies, [14-15.04.2016, Belgrade]
T1  - Conceptual structural design strategies for reducing energy consumption in buildings
SP  - 119
EP  - 123
UR  - https://hdl.handle.net/21.15107/rcub_raf_489
ER  - 

@conference{
author = "Nenadović, Aleksandra and Tekić, Žikica",
year = "2016",
abstract = "Raising the level of sustainability in construction refers to reduction of negative environmental
impact and resource consumption throughout the life-cycle of built facilities, with a simultaneous
increase in life quality. The aim is to optimize the performances of buildings, in accordance with
the indicators of ecological quality. The load-bearing structure, together with other elements of
architectural space, determines the performances of the building. The load-bearing structure
should be designed and evaluated as a sub-system of the building, whose behaviour is directed
towards the aim of system-building – ecological quality. This paper analyses the conceptual
structural design according to the criteria of environmental protection, with the aim of reducing
the requirement for total primary energy. The subject of analysis is design interventions at the
level of structural form and applied structural materials, which reduce total energy consumption,
including embodied and operational energy, throughout the lifecycle of the building. The present
analysis pointed to the necessity of applying a complex and systemic approach to the structural
design, in function of achieving the ecological quality of buildings.",
publisher = "Belgrade : University of Belgrade - Faculty of Architecture",
journal = "Conference Proceedings [Elektronski izvor] / 3rd international Academic Conference on Places and Technologies, [14-15.04.2016, Belgrade]",
title = "Conceptual structural design strategies for reducing energy consumption in buildings",
pages = "119-123",
url = "https://hdl.handle.net/21.15107/rcub_raf_489"
}

Nenadović, A.,& Tekić, Ž.. (2016). Conceptual structural design strategies for reducing energy consumption in buildings. in Conference Proceedings [Elektronski izvor] / 3rd international Academic Conference on Places and Technologies, [14-15.04.2016, Belgrade]
Belgrade : University of Belgrade - Faculty of Architecture., 119-123.
https://hdl.handle.net/21.15107/rcub_raf_489

Nenadović A, Tekić Ž. Conceptual structural design strategies for reducing energy consumption in buildings. in Conference Proceedings [Elektronski izvor] / 3rd international Academic Conference on Places and Technologies, [14-15.04.2016, Belgrade]. 2016;:119-123.
https://hdl.handle.net/21.15107/rcub_raf_489 .

Nenadović, Aleksandra, Tekić, Žikica, "Conceptual structural design strategies for reducing energy consumption in buildings" in Conference Proceedings [Elektronski izvor] / 3rd international Academic Conference on Places and Technologies, [14-15.04.2016, Belgrade] (2016):119-123,
https://hdl.handle.net/21.15107/rcub_raf_489 .

TY  - JOUR
AU  - Tekić, Žikica
AU  - Nenadović, Aleksandra
AU  - Đorđević, Saša
AU  - Terzović, Jefto
PY  - 2015
UR  - https://raf.arh.bg.ac.rs/handle/123456789/782
AB  - This paper demonstrates the results of experimental determination of load bearing capacity of structural timber member connections realized by WOLF
and LKVC metal connector plates. Considering the complexity of the connections realized by these modern mechanical fasteners, this paper deals only
with plate anchorage capacity (stress in the metal-wood contact). The aim of the conducted experimental study was to determine the metal connector plate
anchorage capacity in accordance with the provisions of Eurocode 5 and also to analyse the ratio of the load bearing capacities of these two types of
connectors in terms of their geometry. Experimental testing was conducted by loading of multiple samples up to the limit plate anchorage capacity.
Discussion of the test results included the analysis of the connection deformation for different levels of load, as well as the mode of reaching the limit
plate anchorage capacity. Review of the determined limit plate anchorage capacities, for the determined displacements of connection, was given in the
conclusion, together with the comment on test results.
AB  - U radu je prikazano eksperimentalno određivanje nosivosti veza ostvarenih metalnim konekterima tipa WOLF i LKVC. S obzirom na kompleksnost veza ostvarenih ovim savremenim mehaničkim spojnim sredstvima, predmet rada obuhvata samo nosivost bočne veze (naprezanje u spoju metal-drvo). Cilj sprovedenih eksperimentalnih ispitivanja je bio da se utvrdi nosivost bočne veze ostvarene metalnim konekterima, u skladu sa odredbama Evrokoda 5 i da se paralelno sa tim analizira odnos nosivosti ova dva tipa konektera, sa aspekta njihove geometrije. Eksperimentalno ispitivanje je sprovedeno na više uzoraka, opterećivanjem uzoraka do dostizanja granične nosivosti bočne veze. Diskusija rezultata ispitivanja je obuhvatila analizu pomerljivosti veza za različite nivoe opterećenja, kao i način dostizanja granične nosivosti bočne veze. U zaključku je dat komentar o utvrđenim graničnim nosivostima bočne veze, za određena pomeranja veze, i zauzet je stav po pitanju dobijenih rezultata.
PB  - Slavonski Brod : Faculty of Mechanical Engineering in Slavonski Brod
PB  - Osijek : Faculty of Electrical Engineering, Computer Science and Information Technology Osijek
PB  - Osijek : Faculty of Civil Engineering in Osijek
T2  - Tehnicki vjesnik - Technical gazette
T1  - Metal connector plate - experimental determination of plate anchorage capacity
T1  - Metalni konekter - eksperimentalno određivanje nosivosti bočne veze
VL  - 22
IS  - 2
SP  - 375
EP  - 381
DO  - 10.17559/TV-20140331200230
ER  - 

@article{
author = "Tekić, Žikica and Nenadović, Aleksandra and Đorđević, Saša and Terzović, Jefto",
year = "2015",
abstract = "This paper demonstrates the results of experimental determination of load bearing capacity of structural timber member connections realized by WOLF
and LKVC metal connector plates. Considering the complexity of the connections realized by these modern mechanical fasteners, this paper deals only
with plate anchorage capacity (stress in the metal-wood contact). The aim of the conducted experimental study was to determine the metal connector plate
anchorage capacity in accordance with the provisions of Eurocode 5 and also to analyse the ratio of the load bearing capacities of these two types of
connectors in terms of their geometry. Experimental testing was conducted by loading of multiple samples up to the limit plate anchorage capacity.
Discussion of the test results included the analysis of the connection deformation for different levels of load, as well as the mode of reaching the limit
plate anchorage capacity. Review of the determined limit plate anchorage capacities, for the determined displacements of connection, was given in the
conclusion, together with the comment on test results., U radu je prikazano eksperimentalno određivanje nosivosti veza ostvarenih metalnim konekterima tipa WOLF i LKVC. S obzirom na kompleksnost veza ostvarenih ovim savremenim mehaničkim spojnim sredstvima, predmet rada obuhvata samo nosivost bočne veze (naprezanje u spoju metal-drvo). Cilj sprovedenih eksperimentalnih ispitivanja je bio da se utvrdi nosivost bočne veze ostvarene metalnim konekterima, u skladu sa odredbama Evrokoda 5 i da se paralelno sa tim analizira odnos nosivosti ova dva tipa konektera, sa aspekta njihove geometrije. Eksperimentalno ispitivanje je sprovedeno na više uzoraka, opterećivanjem uzoraka do dostizanja granične nosivosti bočne veze. Diskusija rezultata ispitivanja je obuhvatila analizu pomerljivosti veza za različite nivoe opterećenja, kao i način dostizanja granične nosivosti bočne veze. U zaključku je dat komentar o utvrđenim graničnim nosivostima bočne veze, za određena pomeranja veze, i zauzet je stav po pitanju dobijenih rezultata.",
publisher = "Slavonski Brod : Faculty of Mechanical Engineering in Slavonski Brod, Osijek : Faculty of Electrical Engineering, Computer Science and Information Technology Osijek, Osijek : Faculty of Civil Engineering in Osijek",
journal = "Tehnicki vjesnik - Technical gazette",
title = "Metal connector plate - experimental determination of plate anchorage capacity, Metalni konekter - eksperimentalno određivanje nosivosti bočne veze",
volume = "22",
number = "2",
pages = "375-381",
doi = "10.17559/TV-20140331200230"
}

Tekić, Ž., Nenadović, A., Đorđević, S.,& Terzović, J.. (2015). Metal connector plate - experimental determination of plate anchorage capacity. in Tehnicki vjesnik - Technical gazette
Slavonski Brod : Faculty of Mechanical Engineering in Slavonski Brod., 22(2), 375-381.
https://doi.org/10.17559/TV-20140331200230

Tekić Ž, Nenadović A, Đorđević S, Terzović J. Metal connector plate - experimental determination of plate anchorage capacity. in Tehnicki vjesnik - Technical gazette. 2015;22(2):375-381.
doi:10.17559/TV-20140331200230 .

Tekić, Žikica, Nenadović, Aleksandra, Đorđević, Saša, Terzović, Jefto, "Metal connector plate - experimental determination of plate anchorage capacity" in Tehnicki vjesnik - Technical gazette, 22, no. 2 (2015):375-381,
https://doi.org/10.17559/TV-20140331200230 . .

TY  - CONF
AU  - Nenadović, Aleksandra
AU  - Tekić, Žikica
PY  - 2015
UR  - https://raf.arh.bg.ac.rs/handle/123456789/450
AB  - This paper analyzes the structural design according to the criteria of environmental
protection, with the aim of increasing the efficiency of material resource use, and in
order to reduce the intensity of their use. Building structures are analyzed as a
subsystem of the building, whose behavior is directed towards the aim of system –
building - ecological quality. The present analysis pointed to the necessity of applying a
complex and systemic approach to the structural design, in function of achieving the
ecological quality of buildings.
PB  - Beograd : Univerzitet u Beogradu - Arhitektonski fakultet
C3  - Zbornik radova [Elektronski izvor] / Šesti međunarodni naučno-stručni simpozijum Instalacije & arhitektura
T1  - Projektovanje konstrukcija prema kriterijumu zaštite životne sredine – materijali i otpad
T1  - Structural design according to the criteria of environmental protection – materials and waste
SP  - 19
EP  - 25
UR  - https://hdl.handle.net/21.15107/rcub_raf_450
ER  - 

@conference{
author = "Nenadović, Aleksandra and Tekić, Žikica",
year = "2015",
abstract = "This paper analyzes the structural design according to the criteria of environmental
protection, with the aim of increasing the efficiency of material resource use, and in
order to reduce the intensity of their use. Building structures are analyzed as a
subsystem of the building, whose behavior is directed towards the aim of system –
building - ecological quality. The present analysis pointed to the necessity of applying a
complex and systemic approach to the structural design, in function of achieving the
ecological quality of buildings.",
publisher = "Beograd : Univerzitet u Beogradu - Arhitektonski fakultet",
journal = "Zbornik radova [Elektronski izvor] / Šesti međunarodni naučno-stručni simpozijum Instalacije & arhitektura",
title = "Projektovanje konstrukcija prema kriterijumu zaštite životne sredine – materijali i otpad, Structural design according to the criteria of environmental protection – materials and waste",
pages = "19-25",
url = "https://hdl.handle.net/21.15107/rcub_raf_450"
}

Nenadović, A.,& Tekić, Ž.. (2015). Projektovanje konstrukcija prema kriterijumu zaštite životne sredine – materijali i otpad. in Zbornik radova [Elektronski izvor] / Šesti međunarodni naučno-stručni simpozijum Instalacije & arhitektura
Beograd : Univerzitet u Beogradu - Arhitektonski fakultet., 19-25.
https://hdl.handle.net/21.15107/rcub_raf_450

Nenadović A, Tekić Ž. Projektovanje konstrukcija prema kriterijumu zaštite životne sredine – materijali i otpad. in Zbornik radova [Elektronski izvor] / Šesti međunarodni naučno-stručni simpozijum Instalacije & arhitektura. 2015;:19-25.
https://hdl.handle.net/21.15107/rcub_raf_450 .

Nenadović, Aleksandra, Tekić, Žikica, "Projektovanje konstrukcija prema kriterijumu zaštite životne sredine – materijali i otpad" in Zbornik radova [Elektronski izvor] / Šesti međunarodni naučno-stručni simpozijum Instalacije & arhitektura (2015):19-25,
https://hdl.handle.net/21.15107/rcub_raf_450 .

TY  - CONF
AU  - Tekić, Žikica
AU  - Nenadović, Aleksandra
AU  - Đorđević, Saša
PY  - 2015
UR  - https://raf.arh.bg.ac.rs/handle/123456789/459
AB  - This paper presents the technical solution for repair of elements of classical wooden
roof structure. Due to the age of structure, action of long-term load, failure of
connections, etc. originally designed and realized system was compromised. This
resulted in the visible deformations of roof structure elements, which jeopardized the
load-bearing capacity, stability and usability of structure. Repair was carried out by steel
trusses, placed right next to the existing wooden structural elements, which allowed
adequate acceptance and transfer of load, and thus prevented further deformations of the
elements of roof structure.
PB  - Beograd : Univerzitet u Beogradu, Arhitektonski fakultet
C3  - Zbornik radova [Elektronski izvor] / Šesti međunarodni naučno-stručni simpozijum Instalacije & arhitektura
T1  - Sanacija elemenata krovne drvene konstrukcije
T1  - Repair of wooden roof structure elements
SP  - 157
EP  - 162
UR  - https://hdl.handle.net/21.15107/rcub_raf_459
ER  - 

@conference{
author = "Tekić, Žikica and Nenadović, Aleksandra and Đorđević, Saša",
year = "2015",
abstract = "This paper presents the technical solution for repair of elements of classical wooden
roof structure. Due to the age of structure, action of long-term load, failure of
connections, etc. originally designed and realized system was compromised. This
resulted in the visible deformations of roof structure elements, which jeopardized the
load-bearing capacity, stability and usability of structure. Repair was carried out by steel
trusses, placed right next to the existing wooden structural elements, which allowed
adequate acceptance and transfer of load, and thus prevented further deformations of the
elements of roof structure.",
publisher = "Beograd : Univerzitet u Beogradu, Arhitektonski fakultet",
journal = "Zbornik radova [Elektronski izvor] / Šesti međunarodni naučno-stručni simpozijum Instalacije & arhitektura",
title = "Sanacija elemenata krovne drvene konstrukcije, Repair of wooden roof structure elements",
pages = "157-162",
url = "https://hdl.handle.net/21.15107/rcub_raf_459"
}

Tekić, Ž., Nenadović, A.,& Đorđević, S.. (2015). Sanacija elemenata krovne drvene konstrukcije. in Zbornik radova [Elektronski izvor] / Šesti međunarodni naučno-stručni simpozijum Instalacije & arhitektura
Beograd : Univerzitet u Beogradu, Arhitektonski fakultet., 157-162.
https://hdl.handle.net/21.15107/rcub_raf_459

Tekić Ž, Nenadović A, Đorđević S. Sanacija elemenata krovne drvene konstrukcije. in Zbornik radova [Elektronski izvor] / Šesti međunarodni naučno-stručni simpozijum Instalacije & arhitektura. 2015;:157-162.
https://hdl.handle.net/21.15107/rcub_raf_459 .

Tekić, Žikica, Nenadović, Aleksandra, Đorđević, Saša, "Sanacija elemenata krovne drvene konstrukcije" in Zbornik radova [Elektronski izvor] / Šesti međunarodni naučno-stručni simpozijum Instalacije & arhitektura (2015):157-162,
https://hdl.handle.net/21.15107/rcub_raf_459 .

TY  - CONF
AU  - Tekić, Žikica
AU  - Nenadović, Aleksandra
AU  - Đorđević, Saša
PY  - 2015
UR  - https://raf.arh.bg.ac.rs/handle/123456789/460
AB  - This paper presents the technical solution of gable roof structure, formed from timber
truss members in LKV system. The basic element of roof structure is simply supported
gabled trapezoidal beam member, with span of 19.30 m. Due to the conditions of
transport, structural member was formed from several parts, which are joined together at
the construction site. The spatial stability of the structure is achieved by braces against
the wind and by braces for stiffening.
PB  - Beograd : Univerzitet u Beogradu, Arhitektonski fakultet
C3  - Zbornik radova [Elektronski izvor] / Šesti međunarodni naučno-stručni simpozijum Instalacije & arhitektura
T1  - Konstrukcija dvovodnog krova u sistemu LKV
T1  - Gable roof structure in LKV system
SP  - 163
EP  - 168
UR  - https://hdl.handle.net/21.15107/rcub_raf_460
ER  - 

@conference{
author = "Tekić, Žikica and Nenadović, Aleksandra and Đorđević, Saša",
year = "2015",
abstract = "This paper presents the technical solution of gable roof structure, formed from timber
truss members in LKV system. The basic element of roof structure is simply supported
gabled trapezoidal beam member, with span of 19.30 m. Due to the conditions of
transport, structural member was formed from several parts, which are joined together at
the construction site. The spatial stability of the structure is achieved by braces against
the wind and by braces for stiffening.",
publisher = "Beograd : Univerzitet u Beogradu, Arhitektonski fakultet",
journal = "Zbornik radova [Elektronski izvor] / Šesti međunarodni naučno-stručni simpozijum Instalacije & arhitektura",
title = "Konstrukcija dvovodnog krova u sistemu LKV, Gable roof structure in LKV system",
pages = "163-168",
url = "https://hdl.handle.net/21.15107/rcub_raf_460"
}

Tekić, Ž., Nenadović, A.,& Đorđević, S.. (2015). Konstrukcija dvovodnog krova u sistemu LKV. in Zbornik radova [Elektronski izvor] / Šesti međunarodni naučno-stručni simpozijum Instalacije & arhitektura
Beograd : Univerzitet u Beogradu, Arhitektonski fakultet., 163-168.
https://hdl.handle.net/21.15107/rcub_raf_460

Tekić Ž, Nenadović A, Đorđević S. Konstrukcija dvovodnog krova u sistemu LKV. in Zbornik radova [Elektronski izvor] / Šesti međunarodni naučno-stručni simpozijum Instalacije & arhitektura. 2015;:163-168.
https://hdl.handle.net/21.15107/rcub_raf_460 .

Tekić, Žikica, Nenadović, Aleksandra, Đorđević, Saša, "Konstrukcija dvovodnog krova u sistemu LKV" in Zbornik radova [Elektronski izvor] / Šesti međunarodni naučno-stručni simpozijum Instalacije & arhitektura (2015):163-168,
https://hdl.handle.net/21.15107/rcub_raf_460 .

TY  - JOUR
AU  - Tekić, Žikica M.
AU  - Đorđević, Saša M.
PY  - 2014
UR  - https://raf.arh.bg.ac.rs/handle/123456789/786
AB  - This paper demonstrates the results of experimental determination of load bearing capacity of
structural timber member connections realized by WOLF and LKVC metal connector plates.
Considering the complexity of the connections realized by these modern mechanical fasteners, this
paper deals only with plate anchorage capacity (stress in the metal-wood contact). The aim of the
conducted experimental study was to determine the metal connector plate anchorage capacity in
accordance with the provisions of Eurocode 5 and also to analyze the ratio of the load bearing
capacities of these two types of connectors in terms of their geometry. Experimental testing was
conducted by loading of multiple samples up to the limit plate anchorage capacity. Discussion of the
test results included the analysis of the connection deformation for different levels of load, as well as
the mode of reaching the limit plate anchorage capacity. Review of the determined limit plate
anchorage capacities, for the determined displacements of connection, was given in the conclusion,
together with the comment on test results.
AB  - U radu je prikazano eksperimentalno određivanje nosivosti veza ostvarenih metalnim konekterima tipa
WOLF i LKVC. S obzirom na kompleksnost veza ostvarenih ovim savremenim mehaničkim spojnim
sredstvima, predmet rada obuhvata samo nosivost bočne veze (naprezanje u spoju metal-drvo). Cilj
sprovedenih eksperimentalnih ispitivanja je bio da se utvrdi nosivost bočne veze ostvarene metalnim
konekterima, u skladu sa odredbama Evrokoda 5 i da se paralelno sa tim analizira odnos nosivosti ova
dva tipa konektera, sa aspekta njihove geometrije. Eksperimentalno ispitivanje je sprovedeno na više
uzoraka, opterećivanjem uzoraka do dostizanja granične nosivosti bočne veze. Diskusija rezultata
ispitivanja je obuhvatila analizu pomerljivosti veza za različite nivoe opterećenja, kao i način
dostizanja granične nosivosti bočne veze. U zaključku je dat komentar o utvrđenim graničnim
nosivostima bočne veze, za određena pomeranja veze, i zauzet je stav po pitanju dobijenih rezultata.
PB  - Beograd: Savez inženjera i tehničara Srbije
T2  - Tehnika
T1  - Experimental Determination of Load Bearing Capacity of Connections Realized by Punched Metal Plate Fastener
T1  - Eksperimentalno određivanje nosivosti veza ostvarenih metalnim konekterima
VL  - Special edition
SP  - 25
EP  - 31
UR  - https://hdl.handle.net/21.15107/rcub_raf_786
ER  - 

@article{
author = "Tekić, Žikica M. and Đorđević, Saša M.",
year = "2014",
abstract = "This paper demonstrates the results of experimental determination of load bearing capacity of
structural timber member connections realized by WOLF and LKVC metal connector plates.
Considering the complexity of the connections realized by these modern mechanical fasteners, this
paper deals only with plate anchorage capacity (stress in the metal-wood contact). The aim of the
conducted experimental study was to determine the metal connector plate anchorage capacity in
accordance with the provisions of Eurocode 5 and also to analyze the ratio of the load bearing
capacities of these two types of connectors in terms of their geometry. Experimental testing was
conducted by loading of multiple samples up to the limit plate anchorage capacity. Discussion of the
test results included the analysis of the connection deformation for different levels of load, as well as
the mode of reaching the limit plate anchorage capacity. Review of the determined limit plate
anchorage capacities, for the determined displacements of connection, was given in the conclusion,
together with the comment on test results., U radu je prikazano eksperimentalno određivanje nosivosti veza ostvarenih metalnim konekterima tipa
WOLF i LKVC. S obzirom na kompleksnost veza ostvarenih ovim savremenim mehaničkim spojnim
sredstvima, predmet rada obuhvata samo nosivost bočne veze (naprezanje u spoju metal-drvo). Cilj
sprovedenih eksperimentalnih ispitivanja je bio da se utvrdi nosivost bočne veze ostvarene metalnim
konekterima, u skladu sa odredbama Evrokoda 5 i da se paralelno sa tim analizira odnos nosivosti ova
dva tipa konektera, sa aspekta njihove geometrije. Eksperimentalno ispitivanje je sprovedeno na više
uzoraka, opterećivanjem uzoraka do dostizanja granične nosivosti bočne veze. Diskusija rezultata
ispitivanja je obuhvatila analizu pomerljivosti veza za različite nivoe opterećenja, kao i način
dostizanja granične nosivosti bočne veze. U zaključku je dat komentar o utvrđenim graničnim
nosivostima bočne veze, za određena pomeranja veze, i zauzet je stav po pitanju dobijenih rezultata.",
publisher = "Beograd: Savez inženjera i tehničara Srbije",
journal = "Tehnika",
title = "Experimental Determination of Load Bearing Capacity of Connections Realized by Punched Metal Plate Fastener, Eksperimentalno određivanje nosivosti veza ostvarenih metalnim konekterima",
volume = "Special edition",
pages = "25-31",
url = "https://hdl.handle.net/21.15107/rcub_raf_786"
}

Tekić, Ž. M.,& Đorđević, S. M.. (2014). Experimental Determination of Load Bearing Capacity of Connections Realized by Punched Metal Plate Fastener. in Tehnika
Beograd: Savez inženjera i tehničara Srbije., Special edition, 25-31.
https://hdl.handle.net/21.15107/rcub_raf_786

Tekić ŽM, Đorđević SM. Experimental Determination of Load Bearing Capacity of Connections Realized by Punched Metal Plate Fastener. in Tehnika. 2014;Special edition:25-31.
https://hdl.handle.net/21.15107/rcub_raf_786 .

Tekić, Žikica M., Đorđević, Saša M., "Experimental Determination of Load Bearing Capacity of Connections Realized by Punched Metal Plate Fastener" in Tehnika, Special edition (2014):25-31,
https://hdl.handle.net/21.15107/rcub_raf_786 .

TY  - JOUR
AU  - Tekić, Žikica
AU  - Đorđević, Saša M.
PY  - 2014
UR  - https://raf.arh.bg.ac.rs/handle/123456789/173
AB  - This paper demonstrates the results of experimental determination of load bearing capacity of structural timber member connections realized by WOLF and LKVC metal connector plates. Considering the complexity of the connections realized by these modern mechanical fasteners, this paper deals only with plate anchorage capacity (stress in the metal-wood contact). The aim of the conducted experimental study was to determine the metal connector plate anchorage capacity in accordance with the provisions of Eurocode 5 and also to analyze the ratio of the load bearing capacities of these two types of connectors in terms of their geometry. Experimental testing was conducted by loading of multiple samples up to the limit plate anchorage capacity. Discussion of the test results included the analysis of the connection deformation for different levels of load, as well as the mode of reaching the limit plate anchorage capacity. Review of the determined limit plate anchorage capacities, for the determined displacements of connection, was given in the conclusion, together with the comment on test results.
AB  - U radu je prikazano eksperimentalno određivanje nosivosti veza ostvarenih metalnim konekterima tipa WOLF i LKVC. S obzirom na kompleksnost veza ostvarenih ovim savremenim mehaničkim spojnim sredstvima, predmet rada obuhvata samo nosivost bočne veze (naprezanje u spoju metal-drvo). Cilj sprovedenih eksperimentalnih ispitivanja je bio da se utvrdi nosivost bočne veze ostvarene metalnim konekterima, u skladu sa odredbama Evrokoda 5 i da se paralelno sa tim analizira odnos nosivosti ova dva tipa konektera, sa aspekta njihove geometrije. Eksperimentalno ispitivanje je sprovedeno na više uzoraka, opterećivanjem uzoraka do dostizanja granične nosivosti bočne veze. Diskusija rezultata ispitivanja je obuhvatila analizu pomerljivosti veza za različite nivoe opterećenja, kao i način dostizanja granične nosivosti bočne veze. U zaključku je dat komentar o utvrđenim graničnim nosivostima bočne veze, za određena pomeranja veze, i zauzet je stav po pitanju dobijenih rezultata.
PB  - Savez inženjera i tehničara Srbije, Beograd
T2  - Tehnika
T1  - Experimental determination of load bearing capacity of connections realized by punched metal plate fastener
T1  - Eksperimentalno određivanje nosivosti veza ostvarenih metalnim konekterima
VL  - 69
IS  - 5
SP  - 735
EP  - 741
DO  - 10.5937/tehnika1405735T
ER  - 

@article{
author = "Tekić, Žikica and Đorđević, Saša M.",
year = "2014",
abstract = "This paper demonstrates the results of experimental determination of load bearing capacity of structural timber member connections realized by WOLF and LKVC metal connector plates. Considering the complexity of the connections realized by these modern mechanical fasteners, this paper deals only with plate anchorage capacity (stress in the metal-wood contact). The aim of the conducted experimental study was to determine the metal connector plate anchorage capacity in accordance with the provisions of Eurocode 5 and also to analyze the ratio of the load bearing capacities of these two types of connectors in terms of their geometry. Experimental testing was conducted by loading of multiple samples up to the limit plate anchorage capacity. Discussion of the test results included the analysis of the connection deformation for different levels of load, as well as the mode of reaching the limit plate anchorage capacity. Review of the determined limit plate anchorage capacities, for the determined displacements of connection, was given in the conclusion, together with the comment on test results., U radu je prikazano eksperimentalno određivanje nosivosti veza ostvarenih metalnim konekterima tipa WOLF i LKVC. S obzirom na kompleksnost veza ostvarenih ovim savremenim mehaničkim spojnim sredstvima, predmet rada obuhvata samo nosivost bočne veze (naprezanje u spoju metal-drvo). Cilj sprovedenih eksperimentalnih ispitivanja je bio da se utvrdi nosivost bočne veze ostvarene metalnim konekterima, u skladu sa odredbama Evrokoda 5 i da se paralelno sa tim analizira odnos nosivosti ova dva tipa konektera, sa aspekta njihove geometrije. Eksperimentalno ispitivanje je sprovedeno na više uzoraka, opterećivanjem uzoraka do dostizanja granične nosivosti bočne veze. Diskusija rezultata ispitivanja je obuhvatila analizu pomerljivosti veza za različite nivoe opterećenja, kao i način dostizanja granične nosivosti bočne veze. U zaključku je dat komentar o utvrđenim graničnim nosivostima bočne veze, za određena pomeranja veze, i zauzet je stav po pitanju dobijenih rezultata.",
publisher = "Savez inženjera i tehničara Srbije, Beograd",
journal = "Tehnika",
title = "Experimental determination of load bearing capacity of connections realized by punched metal plate fastener, Eksperimentalno određivanje nosivosti veza ostvarenih metalnim konekterima",
volume = "69",
number = "5",
pages = "735-741",
doi = "10.5937/tehnika1405735T"
}

Tekić, Ž.,& Đorđević, S. M.. (2014). Experimental determination of load bearing capacity of connections realized by punched metal plate fastener. in Tehnika
Savez inženjera i tehničara Srbije, Beograd., 69(5), 735-741.
https://doi.org/10.5937/tehnika1405735T

Tekić Ž, Đorđević SM. Experimental determination of load bearing capacity of connections realized by punched metal plate fastener. in Tehnika. 2014;69(5):735-741.
doi:10.5937/tehnika1405735T .

Tekić, Žikica, Đorđević, Saša M., "Experimental determination of load bearing capacity of connections realized by punched metal plate fastener" in Tehnika, 69, no. 5 (2014):735-741,
https://doi.org/10.5937/tehnika1405735T . .

TY  - JOUR
AU  - Tekic, Zikica
AU  - Nenadovic, Aleksandra
AU  - Djordjevic, Sasa
PY  - 2013
UR  - https://raf.arh.bg.ac.rs/handle/123456789/781
AB  - This paper demonstrates the results of experimental determination of load-bearing capacity of structural timber member glued finger-joint connection and analyses the possibility of application of this type of connection in timber trusses. Loadbearing capacity of connections, formed in this way, is determined on the multiple samples of timber members, with different dimensions of crosssection, loaded up to the ultimate limit state. The recommendations for further research in the subject area are given after the discussion of the test results.
AB  - U radu je prikazano eksperimentalno određivanje nosivosti nastavaka drvenih štapova formiranih lepljenjem, primenom zupčastog spoja, i mogućnost primene istih kod drvenih rešetkastih nosača. Nosivost tako formiranih nastavaka je utvrđena na više uzoraka drvenih štapova, različitih dimenzija poprečnog preseka, opterećivanjem uzoraka do dostizanja granične nosivosti, nakon čega su uz diskusiju rezultata ispitivanja, izvučeni određeni zaključci i date smernice za nastavak istraživanja u predmetnoj oblasti.
PB  - Sarajevo : DRUNPP
T2  - TTEM : Technics tehnologies education management : journal of Society for development of teaching and business processes in new net environment in BiH
T1  - Load-bearing capacity of timber member finger-joint connections
T1  - Nosivost nastavaka drvenih štapova izvedenih formiranjem zupčastog spoja
VL  - 8
IS  - 4
SP  - 1498
EP  - 1503
UR  - https://hdl.handle.net/21.15107/rcub_raf_781
ER  - 

@article{
author = "Tekic, Zikica and Nenadovic, Aleksandra and Djordjevic, Sasa",
year = "2013",
abstract = "This paper demonstrates the results of experimental determination of load-bearing capacity of structural timber member glued finger-joint connection and analyses the possibility of application of this type of connection in timber trusses. Loadbearing capacity of connections, formed in this way, is determined on the multiple samples of timber members, with different dimensions of crosssection, loaded up to the ultimate limit state. The recommendations for further research in the subject area are given after the discussion of the test results., U radu je prikazano eksperimentalno određivanje nosivosti nastavaka drvenih štapova formiranih lepljenjem, primenom zupčastog spoja, i mogućnost primene istih kod drvenih rešetkastih nosača. Nosivost tako formiranih nastavaka je utvrđena na više uzoraka drvenih štapova, različitih dimenzija poprečnog preseka, opterećivanjem uzoraka do dostizanja granične nosivosti, nakon čega su uz diskusiju rezultata ispitivanja, izvučeni određeni zaključci i date smernice za nastavak istraživanja u predmetnoj oblasti.",
publisher = "Sarajevo : DRUNPP",
journal = "TTEM : Technics tehnologies education management : journal of Society for development of teaching and business processes in new net environment in BiH",
title = "Load-bearing capacity of timber member finger-joint connections, Nosivost nastavaka drvenih štapova izvedenih formiranjem zupčastog spoja",
volume = "8",
number = "4",
pages = "1498-1503",
url = "https://hdl.handle.net/21.15107/rcub_raf_781"
}

Tekic, Z., Nenadovic, A.,& Djordjevic, S.. (2013). Load-bearing capacity of timber member finger-joint connections. in TTEM : Technics tehnologies education management : journal of Society for development of teaching and business processes in new net environment in BiH
Sarajevo : DRUNPP., 8(4), 1498-1503.
https://hdl.handle.net/21.15107/rcub_raf_781

Tekic Z, Nenadovic A, Djordjevic S. Load-bearing capacity of timber member finger-joint connections. in TTEM : Technics tehnologies education management : journal of Society for development of teaching and business processes in new net environment in BiH. 2013;8(4):1498-1503.
https://hdl.handle.net/21.15107/rcub_raf_781 .

Tekic, Zikica, Nenadovic, Aleksandra, Djordjevic, Sasa, "Load-bearing capacity of timber member finger-joint connections" in TTEM : Technics tehnologies education management : journal of Society for development of teaching and business processes in new net environment in BiH, 8, no. 4 (2013):1498-1503,
https://hdl.handle.net/21.15107/rcub_raf_781 .