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  - 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  - 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  - 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  - 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 . .