TY  - JOUR
AU  - Petrović, Milica
AU  - Pavićević, Darko
AU  - Ilić, Isidora
AU  - Terzović, Jefto
AU  - Šekularac, Nenad
PY  - 2023
UR  - https://raf.arh.bg.ac.rs/handle/123456789/1536
AB  - The subject of this paper is the elements of a timber lamella structure: the lamellae and their joints. The lamella structure is usually in a diamond pattern, so it relies on additional elements to achieve stability. The analysis of the elements precedes the design of a prototype of a timber lamella vault. The characteristic diamond pattern can be kept for the design of rigid or semi-rigid joints. The design of the joints is challenging, so this paper focused on the analysis and systematization of joints designed for timber lamella structures. The existing timber lamella joints were classified and analyzed based on five parameters: eccentricity, load capacity, the number of elements, easiness of assembly, and adaptability to the circular cylindrical surface, to systemize the existing joints and propose a new one. A design for a new joint was proposed based on the presented joints. The systematization and discussion gave a comparison of all joints, their advantages, and limitations. The conclusion was that the geometry of a circular cylinder and the type of elements for the prototype confirmed all the benefits of the historical lamella structures: uniformity of elements, easy assembly, and economical design.
PB  - Basel : MDPI
T2  - Buildings
T1  - Elements of a Timber Lamella Structure: Analysis and Systematization of Joints
VL  - 13
IS  - 4
SP  - 885
DO  - 10.3390/buildings13040885
ER  - 

@article{
author = "Petrović, Milica and Pavićević, Darko and Ilić, Isidora and Terzović, Jefto and Šekularac, Nenad",
year = "2023",
abstract = "The subject of this paper is the elements of a timber lamella structure: the lamellae and their joints. The lamella structure is usually in a diamond pattern, so it relies on additional elements to achieve stability. The analysis of the elements precedes the design of a prototype of a timber lamella vault. The characteristic diamond pattern can be kept for the design of rigid or semi-rigid joints. The design of the joints is challenging, so this paper focused on the analysis and systematization of joints designed for timber lamella structures. The existing timber lamella joints were classified and analyzed based on five parameters: eccentricity, load capacity, the number of elements, easiness of assembly, and adaptability to the circular cylindrical surface, to systemize the existing joints and propose a new one. A design for a new joint was proposed based on the presented joints. The systematization and discussion gave a comparison of all joints, their advantages, and limitations. The conclusion was that the geometry of a circular cylinder and the type of elements for the prototype confirmed all the benefits of the historical lamella structures: uniformity of elements, easy assembly, and economical design.",
publisher = "Basel : MDPI",
journal = "Buildings",
title = "Elements of a Timber Lamella Structure: Analysis and Systematization of Joints",
volume = "13",
number = "4",
pages = "885",
doi = "10.3390/buildings13040885"
}

Petrović, M., Pavićević, D., Ilić, I., Terzović, J.,& Šekularac, N.. (2023). Elements of a Timber Lamella Structure: Analysis and Systematization of Joints. in Buildings
Basel : MDPI., 13(4), 885.
https://doi.org/10.3390/buildings13040885

Petrović M, Pavićević D, Ilić I, Terzović J, Šekularac N. Elements of a Timber Lamella Structure: Analysis and Systematization of Joints. in Buildings. 2023;13(4):885.
doi:10.3390/buildings13040885 .

Petrović, Milica, Pavićević, Darko, Ilić, Isidora, Terzović, Jefto, Šekularac, Nenad, "Elements of a Timber Lamella Structure: Analysis and Systematization of Joints" in Buildings, 13, no. 4 (2023):885,
https://doi.org/10.3390/buildings13040885 . .

TY  - JOUR
AU  - Terzović, Jefto
AU  - Kontić, Ana
AU  - Ilić, Isidora
PY  - 2022
UR  - https://raf.arh.bg.ac.rs/handle/123456789/1480
AB  - In the proposed design concept, laminated glass and laminated plexiglass, as “unconventional
materials”, are considered as a filling in a steel frame on which they overlap by the intermediate rubber layer, thereby forming a composite assembly. In this way vertical elements of stiffening are formed, capable for reception of seismic force and integrated into the structural system of the building. The applicability of such a system was verified by experiments in laboratory conditions where the experimental models based on laminated glass and laminated plexiglass had been exposed to the cyclic loads that simulate the seismic force. In this way the load capacity of composite assemblies was tested for the effects of dynamic load that was parallel to assembly plane. Thus, the stress intensity to which composite systems might be exposed was determined as well as the range of the structure stiffening referring to the expressed deformation along with
the advantages of a particular type of filling compared to the other one. Using specialized software whose operation is based on the finite element method, a computer model of the structure was created and processed in the case study; the same computer model was used for analysing the problem in the first phase of the design process. The stiffening system based on composite assemblies tested in laboratories is implemented in the computer model. The results of the modal analysis and seismic calculation from the computer model with stiffeners applied showed an efficacy of such a solution, thus rounding the design procedures for aseismic stiffening by using unconventional materials.
PB  - Kalahari Journals
T2  - International Journal of Mechanical Engineering
T1  - Aseismic Stiffening of Architectural Buildings as Preventive Restoration Using Unconventional Materials
VL  - 7
IS  - 6
UR  - https://hdl.handle.net/21.15107/rcub_raf_1480
ER  - 

@article{
author = "Terzović, Jefto and Kontić, Ana and Ilić, Isidora",
year = "2022",
abstract = "In the proposed design concept, laminated glass and laminated plexiglass, as “unconventional
materials”, are considered as a filling in a steel frame on which they overlap by the intermediate rubber layer, thereby forming a composite assembly. In this way vertical elements of stiffening are formed, capable for reception of seismic force and integrated into the structural system of the building. The applicability of such a system was verified by experiments in laboratory conditions where the experimental models based on laminated glass and laminated plexiglass had been exposed to the cyclic loads that simulate the seismic force. In this way the load capacity of composite assemblies was tested for the effects of dynamic load that was parallel to assembly plane. Thus, the stress intensity to which composite systems might be exposed was determined as well as the range of the structure stiffening referring to the expressed deformation along with
the advantages of a particular type of filling compared to the other one. Using specialized software whose operation is based on the finite element method, a computer model of the structure was created and processed in the case study; the same computer model was used for analysing the problem in the first phase of the design process. The stiffening system based on composite assemblies tested in laboratories is implemented in the computer model. The results of the modal analysis and seismic calculation from the computer model with stiffeners applied showed an efficacy of such a solution, thus rounding the design procedures for aseismic stiffening by using unconventional materials.",
publisher = "Kalahari Journals",
journal = "International Journal of Mechanical Engineering",
title = "Aseismic Stiffening of Architectural Buildings as Preventive Restoration Using Unconventional Materials",
volume = "7",
number = "6",
url = "https://hdl.handle.net/21.15107/rcub_raf_1480"
}

Terzović, J., Kontić, A.,& Ilić, I.. (2022). Aseismic Stiffening of Architectural Buildings as Preventive Restoration Using Unconventional Materials. in International Journal of Mechanical Engineering
Kalahari Journals., 7(6).
https://hdl.handle.net/21.15107/rcub_raf_1480

Terzović J, Kontić A, Ilić I. Aseismic Stiffening of Architectural Buildings as Preventive Restoration Using Unconventional Materials. in International Journal of Mechanical Engineering. 2022;7(6).
https://hdl.handle.net/21.15107/rcub_raf_1480 .

Terzović, Jefto, Kontić, Ana, Ilić, Isidora, "Aseismic Stiffening of Architectural Buildings as Preventive Restoration Using Unconventional Materials" in International Journal of Mechanical Engineering, 7, no. 6 (2022),
https://hdl.handle.net/21.15107/rcub_raf_1480 .

TY  - JOUR
AU  - Vasovic, Dejan
AU  - Terzovic, Jefto
AU  - Kontic, Ana
AU  - Okrajnov-Bajic, Ruza
AU  - Sekularac, Nenad
PY  - 2021
UR  - https://raf.arh.bg.ac.rs/handle/123456789/1481
AB  - Protecting the built cultural heritage is one of the most important tasks in architectural
practice. The process of repair is time-consuming, weather-dependent, and sensitive to materials
applied. Introducing new materials in historic building repair in order to decrease the time needed
for repair, brings some risk in the preservation process. The most common material for masonry
repair is lime mortar. Adding cement to lime mortar can improve the mechanical properties of mortar and speed up the repair process. The high amount of cement may increase the strength, but decrease ductility and permeability of mortar, causing damages to protected buildings. An increase in strength with the smallest amounts of cement demands optimization of water content in the mixture. Tests were performed to investigate the influence of the water/binder (w/b = water/(lime + cement) ratio on mortar strength and water permeability. An air-entraining agent (AEG) was introduced to improve permeability. Results confirmed that adding small amounts of cement to lime (20% by weight) and decreasing of w/b ratio, improves the strength, with almost negligible influence on water permeability. The addition of very small amounts of AEG did not decrease the strength, nor the permeability.
PB  - Basel : MDPI
T2  - Crystals
T1  - The Influence of Water/Binder Ratio on the Mechanical Properties of Lime-Based Mortars with White Portland Cement
VL  - 11
IS  - 8
SP  - 958
DO  - 10.3390/cryst11080958
ER  - 

@article{
author = "Vasovic, Dejan and Terzovic, Jefto and Kontic, Ana and Okrajnov-Bajic, Ruza and Sekularac, Nenad",
year = "2021",
abstract = "Protecting the built cultural heritage is one of the most important tasks in architectural
practice. The process of repair is time-consuming, weather-dependent, and sensitive to materials
applied. Introducing new materials in historic building repair in order to decrease the time needed
for repair, brings some risk in the preservation process. The most common material for masonry
repair is lime mortar. Adding cement to lime mortar can improve the mechanical properties of mortar and speed up the repair process. The high amount of cement may increase the strength, but decrease ductility and permeability of mortar, causing damages to protected buildings. An increase in strength with the smallest amounts of cement demands optimization of water content in the mixture. Tests were performed to investigate the influence of the water/binder (w/b = water/(lime + cement) ratio on mortar strength and water permeability. An air-entraining agent (AEG) was introduced to improve permeability. Results confirmed that adding small amounts of cement to lime (20% by weight) and decreasing of w/b ratio, improves the strength, with almost negligible influence on water permeability. The addition of very small amounts of AEG did not decrease the strength, nor the permeability.",
publisher = "Basel : MDPI",
journal = "Crystals",
title = "The Influence of Water/Binder Ratio on the Mechanical Properties of Lime-Based Mortars with White Portland Cement",
volume = "11",
number = "8",
pages = "958",
doi = "10.3390/cryst11080958"
}

Vasovic, D., Terzovic, J., Kontic, A., Okrajnov-Bajic, R.,& Sekularac, N.. (2021). The Influence of Water/Binder Ratio on the Mechanical Properties of Lime-Based Mortars with White Portland Cement. in Crystals
Basel : MDPI., 11(8), 958.
https://doi.org/10.3390/cryst11080958

Vasovic D, Terzovic J, Kontic A, Okrajnov-Bajic R, Sekularac N. The Influence of Water/Binder Ratio on the Mechanical Properties of Lime-Based Mortars with White Portland Cement. in Crystals. 2021;11(8):958.
doi:10.3390/cryst11080958 .

Vasovic, Dejan, Terzovic, Jefto, Kontic, Ana, Okrajnov-Bajic, Ruza, Sekularac, Nenad, "The Influence of Water/Binder Ratio on the Mechanical Properties of Lime-Based Mortars with White Portland Cement" in Crystals, 11, no. 8 (2021):958,
https://doi.org/10.3390/cryst11080958 . .

TY  - JOUR
AU  - Terzović, Jefto
AU  - Mandić, Rastislav
PY  - 2017
UR  - https://raf.arh.bg.ac.rs/handle/123456789/1148
AB  - The paper proposes a design concept of seismic resistant architectural structures by using unconventional materials- laminated glass and laminated klirit, materials that are not usually used in construction design for thar purpose, although being widespread and easily available, and therefore defined as unconventional, with the goal of the preventive restoration. In the proposed design concept, laminated glass and laminated klirit are considered as a filling in a steel frame on which they overlap by the intermediate rubber layer, thereby forming a composite assembly. In this way, vertical elements of stiffening are formed,  capable for reception of seismic force and integrated into the structural system of the building. The applicability of such a system was verified by experiments in laboratory conditions where the experimental models based on laminated glass and laminated klirit had benn exposed to the cyclic loads that simulate the sesmic force. In this way, the load capacity of composite assemblies was tasted for the effects of dynamic load that was parallel to assembly plane.
PB  - Belgrade : University of Belgrade, Faculty of Architecture
T2  - SAJ : Serbian architectural journal
T1  - A model of the preventive restoration of architectural structures by steel and glass
VL  - 9
IS  - 1
SP  - 33
EP  - 50
UR  - https://hdl.handle.net/21.15107/rcub_raf_1148
ER  - 

@article{
author = "Terzović, Jefto and Mandić, Rastislav",
year = "2017",
abstract = "The paper proposes a design concept of seismic resistant architectural structures by using unconventional materials- laminated glass and laminated klirit, materials that are not usually used in construction design for thar purpose, although being widespread and easily available, and therefore defined as unconventional, with the goal of the preventive restoration. In the proposed design concept, laminated glass and laminated klirit are considered as a filling in a steel frame on which they overlap by the intermediate rubber layer, thereby forming a composite assembly. In this way, vertical elements of stiffening are formed,  capable for reception of seismic force and integrated into the structural system of the building. The applicability of such a system was verified by experiments in laboratory conditions where the experimental models based on laminated glass and laminated klirit had benn exposed to the cyclic loads that simulate the sesmic force. In this way, the load capacity of composite assemblies was tasted for the effects of dynamic load that was parallel to assembly plane.",
publisher = "Belgrade : University of Belgrade, Faculty of Architecture",
journal = "SAJ : Serbian architectural journal",
title = "A model of the preventive restoration of architectural structures by steel and glass",
volume = "9",
number = "1",
pages = "33-50",
url = "https://hdl.handle.net/21.15107/rcub_raf_1148"
}

Terzović, J.,& Mandić, R.. (2017). A model of the preventive restoration of architectural structures by steel and glass. in SAJ : Serbian architectural journal
Belgrade : University of Belgrade, Faculty of Architecture., 9(1), 33-50.
https://hdl.handle.net/21.15107/rcub_raf_1148

Terzović J, Mandić R. A model of the preventive restoration of architectural structures by steel and glass. in SAJ : Serbian architectural journal. 2017;9(1):33-50.
https://hdl.handle.net/21.15107/rcub_raf_1148 .

Terzović, Jefto, Mandić, Rastislav, "A model of the preventive restoration of architectural structures by steel and glass" in SAJ : Serbian architectural journal, 9, no. 1 (2017):33-50,
https://hdl.handle.net/21.15107/rcub_raf_1148 .

TY  - THES
AU  - Terzović, Jefto
PY  - 2016
UR  - http://eteze.bg.ac.rs/application/showtheses?thesesId=4838
UR  - https://fedorabg.bg.ac.rs/fedora/get/o:15168/bdef:Content/download
UR  - http://vbs.rs/scripts/cobiss?command=DISPLAY&base=70036&RID=513084561
UR  - http://nardus.mpn.gov.rs/123456789/7950
UR  - https://raf.arh.bg.ac.rs/handle/123456789/379
AB  - The thesis proposes a design concept of seismic resistant architectural structures by using unconventional materials-laminated glass and laminated klirit, materials that are not usually used in construction design for that purpose, although being widespread and easily available, and therefore defined as unconventional. In the proposed design concept, laminated glass and laminated klirit are considered as a filling in a steel frame on which they overlap by the intermediate rubber layer, thereby forming a composite assembly. In this way vertical elements of stiffening are formed, capable for reception of seismic force and integrated into the structural system of the building. The applicability of such a system was verified by experiments in laboratory conditions where the experimental models based on laminated glass and laminated klirit had been exposed to the cyclic loads that simulate the seismic force. In this way the load capacity of composite assemblies was tested for the effects of dynamic load that was parallel to assembly plane. Thus, the stress intensity to which composite systems might be exposed was determined as well as the range of the structure stiffening referring to the expressed deformation along with the advantages of a particular type of filling compared to the other one. Using specialized software whose operation is based on the finite element method, a computer model of the structure was created and processed in the case study; the same computer model was used for analyzing the problem in the first phase of the design process. The stiffening system based on composite assemblies tested in laboratories is implemented in the computer model. The results of the modal analysis and seismic calculation from the computer model with stiffeners applied showed an efficacy of such a solution, thus rounding the design procedures for aseismic stiffening by using unconventional materials...
AB  - У тези је предложен концепт пројектовања сеизмички отпорних архитектонских објеката, употребом неконвенционалних материјала – ламелираног стакла и ламелираног клирита, који се у грађевинарству најчешће не користе у ту сврху, па су, иако широко распрострањени и лако доступни, дефинисани као неконвенционални. Предложеним концептом пројектовања, ламелирано стакло и ламелирани клирит, предвиђени су као испуна у челичном раму, на који належу посредством интермедијалног слоја гуме, чиме се формира композитни склоп. На тај начин се формирају вертикални елементи укрућења, интегрисани у конструктивни систем објекта, оспособљени за пријем сеизмичке силе. Применљивост таквог система, проверена је експериментом у лабораторијским условима, где су експериментални модели на бази ламелираног стакла и ламелираног клирита излагани дејству цикличног оптерећења, које симулира сеизмичку силу. Тиме је проверен капацитет носивости композитних склопова, за дејство динамичког оптерећења, паралелног равни склопа. Утврђен је интензитет напрезања којем композитни склопови могу бити изложени, степен укрућења конструкције у смислу исказаних деформација, као и предности једне врсте испуне у односу на другу. Помоћу специјализованог софтвера, чији се рад базира на методи коначних елемената, креиран је рачунарски модел конструкције објекта који је обрађиван у студији случаја, који је у првој фази процеса пројектовања служио за анализу проблема. У тај рачунарски модел, имплементиран је систем укрућења на бази композитних склопова испитаних у лабораторији. Резултати модалне анализе и сеизмичког прорачуна из рачунарског модела са примењеним укрућењима, показали су ефикасност решења, чиме је заокружена процедура пројектовања асеизмичког укрућења коришћењем неконвенционалних материјала...
PB  - Универзитет у Београду, Архитектонски факултет
T2  - Универзитет у Београду
T1  - Design of seismic resistant architectural structures by using panels of construction glass or polycarbonates
T1  - Пројектовање сеизмички отпорних архитектонских објеката коришћењем панела од конструкционог стакла или поликарбоната
UR  - https://hdl.handle.net/21.15107/rcub_nardus_7950
ER  - 

@phdthesis{
author = "Terzović, Jefto",
year = "2016",
abstract = "The thesis proposes a design concept of seismic resistant architectural structures by using unconventional materials-laminated glass and laminated klirit, materials that are not usually used in construction design for that purpose, although being widespread and easily available, and therefore defined as unconventional. In the proposed design concept, laminated glass and laminated klirit are considered as a filling in a steel frame on which they overlap by the intermediate rubber layer, thereby forming a composite assembly. In this way vertical elements of stiffening are formed, capable for reception of seismic force and integrated into the structural system of the building. The applicability of such a system was verified by experiments in laboratory conditions where the experimental models based on laminated glass and laminated klirit had been exposed to the cyclic loads that simulate the seismic force. In this way the load capacity of composite assemblies was tested for the effects of dynamic load that was parallel to assembly plane. Thus, the stress intensity to which composite systems might be exposed was determined as well as the range of the structure stiffening referring to the expressed deformation along with the advantages of a particular type of filling compared to the other one. Using specialized software whose operation is based on the finite element method, a computer model of the structure was created and processed in the case study; the same computer model was used for analyzing the problem in the first phase of the design process. The stiffening system based on composite assemblies tested in laboratories is implemented in the computer model. The results of the modal analysis and seismic calculation from the computer model with stiffeners applied showed an efficacy of such a solution, thus rounding the design procedures for aseismic stiffening by using unconventional materials..., У тези је предложен концепт пројектовања сеизмички отпорних архитектонских објеката, употребом неконвенционалних материјала – ламелираног стакла и ламелираног клирита, који се у грађевинарству најчешће не користе у ту сврху, па су, иако широко распрострањени и лако доступни, дефинисани као неконвенционални. Предложеним концептом пројектовања, ламелирано стакло и ламелирани клирит, предвиђени су као испуна у челичном раму, на који належу посредством интермедијалног слоја гуме, чиме се формира композитни склоп. На тај начин се формирају вертикални елементи укрућења, интегрисани у конструктивни систем објекта, оспособљени за пријем сеизмичке силе. Применљивост таквог система, проверена је експериментом у лабораторијским условима, где су експериментални модели на бази ламелираног стакла и ламелираног клирита излагани дејству цикличног оптерећења, које симулира сеизмичку силу. Тиме је проверен капацитет носивости композитних склопова, за дејство динамичког оптерећења, паралелног равни склопа. Утврђен је интензитет напрезања којем композитни склопови могу бити изложени, степен укрућења конструкције у смислу исказаних деформација, као и предности једне врсте испуне у односу на другу. Помоћу специјализованог софтвера, чији се рад базира на методи коначних елемената, креиран је рачунарски модел конструкције објекта који је обрађиван у студији случаја, који је у првој фази процеса пројектовања служио за анализу проблема. У тај рачунарски модел, имплементиран је систем укрућења на бази композитних склопова испитаних у лабораторији. Резултати модалне анализе и сеизмичког прорачуна из рачунарског модела са примењеним укрућењима, показали су ефикасност решења, чиме је заокружена процедура пројектовања асеизмичког укрућења коришћењем неконвенционалних материјала...",
publisher = "Универзитет у Београду, Архитектонски факултет",
journal = "Универзитет у Београду",
title = "Design of seismic resistant architectural structures by using panels of construction glass or polycarbonates, Пројектовање сеизмички отпорних архитектонских објеката коришћењем панела од конструкционог стакла или поликарбоната",
url = "https://hdl.handle.net/21.15107/rcub_nardus_7950"
}

Terzović, J.. (2016). Design of seismic resistant architectural structures by using panels of construction glass or polycarbonates. in Универзитет у Београду
Универзитет у Београду, Архитектонски факултет..
https://hdl.handle.net/21.15107/rcub_nardus_7950

Terzović J. Design of seismic resistant architectural structures by using panels of construction glass or polycarbonates. in Универзитет у Београду. 2016;.
https://hdl.handle.net/21.15107/rcub_nardus_7950 .

Terzović, Jefto, "Design of seismic resistant architectural structures by using panels of construction glass or polycarbonates" in Универзитет у Београду (2016),
https://hdl.handle.net/21.15107/rcub_nardus_7950 .

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  - Krstic-Furundzic, Aleksandra
AU  - Kosic, Tatjana
AU  - Terzovic, Jefto
PY  - 2014
UR  - https://raf.arh.bg.ac.rs/handle/123456789/696
AB  - There is a strong relation between the type of glass components connection and the
structural glass facade design. The objective of the paper is to study the different
solutions of the design of the connections between elements of structural glass
facades. Influenced by the load, in relation to the structural system, glass layer may
be exposed to different types and intensities of stresses, which inevitably affect the
design process in terms of selecting the type and dimensions of glass elements. In
order to evaluate the impact of design of component joints on facade structural
system and hence its design, some hypothetical models of structural glass
components joints are created and numerical analyzes are carried out.
Methodological approach entails three steps: creation of typology of joints which
includes form and assembly types, design of hypothetical models of structural glass
facade components joints and examination of structural stability of hypothetical
models.
PB  - Belgrade : Faculty of Architecture
C3  - Places and Technologies 2014 [Elektronski izvor] : keeping up with technologies to improve places : conference proceedings : 1st international academic conference, Belgrade, 3-4. April 2014
T1  - Influence of glass component joints on the structural glass facade design
SP  - 709
EP  - 719
UR  - https://hdl.handle.net/21.15107/rcub_raf_696
ER  - 

@conference{
author = "Krstic-Furundzic, Aleksandra and Kosic, Tatjana and Terzovic, Jefto",
year = "2014",
abstract = "There is a strong relation between the type of glass components connection and the
structural glass facade design. The objective of the paper is to study the different
solutions of the design of the connections between elements of structural glass
facades. Influenced by the load, in relation to the structural system, glass layer may
be exposed to different types and intensities of stresses, which inevitably affect the
design process in terms of selecting the type and dimensions of glass elements. In
order to evaluate the impact of design of component joints on facade structural
system and hence its design, some hypothetical models of structural glass
components joints are created and numerical analyzes are carried out.
Methodological approach entails three steps: creation of typology of joints which
includes form and assembly types, design of hypothetical models of structural glass
facade components joints and examination of structural stability of hypothetical
models.",
publisher = "Belgrade : Faculty of Architecture",
journal = "Places and Technologies 2014 [Elektronski izvor] : keeping up with technologies to improve places : conference proceedings : 1st international academic conference, Belgrade, 3-4. April 2014",
title = "Influence of glass component joints on the structural glass facade design",
pages = "709-719",
url = "https://hdl.handle.net/21.15107/rcub_raf_696"
}

Krstic-Furundzic, A., Kosic, T.,& Terzovic, J.. (2014). Influence of glass component joints on the structural glass facade design. in Places and Technologies 2014 [Elektronski izvor] : keeping up with technologies to improve places : conference proceedings : 1st international academic conference, Belgrade, 3-4. April 2014
Belgrade : Faculty of Architecture., 709-719.
https://hdl.handle.net/21.15107/rcub_raf_696

Krstic-Furundzic A, Kosic T, Terzovic J. Influence of glass component joints on the structural glass facade design. in Places and Technologies 2014 [Elektronski izvor] : keeping up with technologies to improve places : conference proceedings : 1st international academic conference, Belgrade, 3-4. April 2014. 2014;:709-719.
https://hdl.handle.net/21.15107/rcub_raf_696 .

Krstic-Furundzic, Aleksandra, Kosic, Tatjana, Terzovic, Jefto, "Influence of glass component joints on the structural glass facade design" in Places and Technologies 2014 [Elektronski izvor] : keeping up with technologies to improve places : conference proceedings : 1st international academic conference, Belgrade, 3-4. April 2014 (2014):709-719,
https://hdl.handle.net/21.15107/rcub_raf_696 .

TY  - CONF
AU  - Krstić-Furundžić, Aleksandra
AU  - Kosić, Tatjana
AU  - Terzović, Jefto
PY  - 2013
UR  - https://raf.arh.bg.ac.rs/handle/123456789/150
AB  - The objective of the work is to study some solutions of the design and construction of structural glass roofs. Attractive glazed roofs could be achieved by enlarging the range and size of the glass panels, or by reducing the number of their supporting points. On the basis of analyses of the geometry of different shapes and positions of roof surfaces, structural glass roof functions and supporting systems, the general typology of form types is given. Also, the assembling typology is created. The diversity of combinations of structural glass components is the potential for different options of roof design and building appearance. In addition the interdependence between roof form and load carrying is considered for some cases. The subjects of numerical analyses are the glass panel models of 40 mm thick laminated glass. Checking of the stress of the laminated glass plates, on the 8-meter span, is done for different roof geometries.
C3  - COST Action TU0905 Mid-Term Conference on Structural Glass - Proceedings of COST Action TU0905 Mid-T
T1  - Architectural aspect of structural glass roof design
SP  - 45
EP  - 52
UR  - https://hdl.handle.net/21.15107/rcub_raf_150
ER  - 

@conference{
author = "Krstić-Furundžić, Aleksandra and Kosić, Tatjana and Terzović, Jefto",
year = "2013",
abstract = "The objective of the work is to study some solutions of the design and construction of structural glass roofs. Attractive glazed roofs could be achieved by enlarging the range and size of the glass panels, or by reducing the number of their supporting points. On the basis of analyses of the geometry of different shapes and positions of roof surfaces, structural glass roof functions and supporting systems, the general typology of form types is given. Also, the assembling typology is created. The diversity of combinations of structural glass components is the potential for different options of roof design and building appearance. In addition the interdependence between roof form and load carrying is considered for some cases. The subjects of numerical analyses are the glass panel models of 40 mm thick laminated glass. Checking of the stress of the laminated glass plates, on the 8-meter span, is done for different roof geometries.",
journal = "COST Action TU0905 Mid-Term Conference on Structural Glass - Proceedings of COST Action TU0905 Mid-T",
title = "Architectural aspect of structural glass roof design",
pages = "45-52",
url = "https://hdl.handle.net/21.15107/rcub_raf_150"
}

Krstić-Furundžić, A., Kosić, T.,& Terzović, J.. (2013). Architectural aspect of structural glass roof design. in COST Action TU0905 Mid-Term Conference on Structural Glass - Proceedings of COST Action TU0905 Mid-T, 45-52.
https://hdl.handle.net/21.15107/rcub_raf_150

Krstić-Furundžić A, Kosić T, Terzović J. Architectural aspect of structural glass roof design. in COST Action TU0905 Mid-Term Conference on Structural Glass - Proceedings of COST Action TU0905 Mid-T. 2013;:45-52.
https://hdl.handle.net/21.15107/rcub_raf_150 .

Krstić-Furundžić, Aleksandra, Kosić, Tatjana, Terzović, Jefto, "Architectural aspect of structural glass roof design" in COST Action TU0905 Mid-Term Conference on Structural Glass - Proceedings of COST Action TU0905 Mid-T (2013):45-52,
https://hdl.handle.net/21.15107/rcub_raf_150 .

TY  - CONF
AU  - Krstić-Furundžić, Aleksandra
AU  - Kosić, Tatjana
AU  - Terzović, Jefto
PY  - 2012
UR  - https://raf.arh.bg.ac.rs/handle/123456789/121
AB  - The objective of the work is to study the different solutions of the design and construction of structural glass facades. In the paper different forms, assembling and connection types of structural glass facades are discussed. On the basis of analyses of the geometry of different shapes, position of facade surface, structural facade functions and supporting system, the general classification of form types is given. According to number of layers, a ventilation and connection option, the clear idea of the assembling types is achieved. Based on form types, structural system concept and stability is analyzed. The diversity of combinations of structural glass components is the potential for different options of facade transparency and building appearance.
PB  - IOS Press
C3  - Challenging glass 3
T1  - Architectural Aspect of Structural Design of Glass Facades/Glass Skin Applications
SP  - 891
EP  - 900
DO  - 10.3233/978-1-61499-061-1-891
ER  - 

@conference{
author = "Krstić-Furundžić, Aleksandra and Kosić, Tatjana and Terzović, Jefto",
year = "2012",
abstract = "The objective of the work is to study the different solutions of the design and construction of structural glass facades. In the paper different forms, assembling and connection types of structural glass facades are discussed. On the basis of analyses of the geometry of different shapes, position of facade surface, structural facade functions and supporting system, the general classification of form types is given. According to number of layers, a ventilation and connection option, the clear idea of the assembling types is achieved. Based on form types, structural system concept and stability is analyzed. The diversity of combinations of structural glass components is the potential for different options of facade transparency and building appearance.",
publisher = "IOS Press",
journal = "Challenging glass 3",
title = "Architectural Aspect of Structural Design of Glass Facades/Glass Skin Applications",
pages = "891-900",
doi = "10.3233/978-1-61499-061-1-891"
}

Krstić-Furundžić, A., Kosić, T.,& Terzović, J.. (2012). Architectural Aspect of Structural Design of Glass Facades/Glass Skin Applications. in Challenging glass 3
IOS Press., 891-900.
https://doi.org/10.3233/978-1-61499-061-1-891

Krstić-Furundžić A, Kosić T, Terzović J. Architectural Aspect of Structural Design of Glass Facades/Glass Skin Applications. in Challenging glass 3. 2012;:891-900.
doi:10.3233/978-1-61499-061-1-891 .

Krstić-Furundžić, Aleksandra, Kosić, Tatjana, Terzović, Jefto, "Architectural Aspect of Structural Design of Glass Facades/Glass Skin Applications" in Challenging glass 3 (2012):891-900,
https://doi.org/10.3233/978-1-61499-061-1-891 . .

TY  - JOUR
AU  - Ilić, Bratislav
AU  - Terzović, Jefto
PY  - 2010
UR  - https://raf.arh.bg.ac.rs/handle/123456789/81
AB  - Current trends in architecture are to a largely influenced by new developments in software design and its direct implementation in the production process of construction elements, by the construction industry. Research of the form and the structure of a morph shapes in architecture includes, alongside the usual methods, the iterative process - testing of mutually inter-dependant variety of solutions through alternating application of software for geometric modeling and structural analysis. Structural analysis is carried out with a software package based on the finite element method - FEM, where all relevant load behaviour cases are considered, thus forming their real combinations. Optimization of construction methods is carried out in the module for shaping of steel elements iteratively testing levels of stress and stability of individual rods, including the global structure.
AB  - Savremeni trendovi u arhitekturi u velikoj meri su posledica razvoja softvera i njihove direktne implementacije u proizvodnom procesu konstruktivnih elemenata u građevinarstvu. Istraživanje forme i strukture amorfnih arhitektonskih objekata podrazumeva, pored uobičajenih metoda, iterativni postupak - specifično ispitivanje međusobno zavisnih varijantnih rešenja kroz naizmeničnu primenu softvera za geometrijsko modelovanje i softvera za statičko-konstruktivnu analizu. Statičko - konstruktivna analiza se sprovodi pomoću softverskog paketa koji se bazira na metodi konačnih elemenata, pri čemu se uzimaju u obzir svi relevantni slučajevi opterećenja, od kojih se formiraju njihove realne kombinacije. Optimizacija konstrukcije se vrši u modulu za dimenzionisanje čeličnih elemenata iterativnim kontrolama napona i kontrolama stabilnosti pojedinačnih štapova, kao i globalne strukture.
PB  - Univerzitet u Nišu - Građevinsko-arhitektonski fakultet, Niš
T2  - Nauka + Praksa
T1  - Optimization of three-dimensional double-curved amorph shapes used in architecture
T1  - Optimizacija trodimenzionalnih dvostruko zakrivljenih amorfnih formi u arhitekturi
IS  - 13
SP  - 29
EP  - 32
UR  - https://hdl.handle.net/21.15107/rcub_raf_81
ER  - 

@article{
author = "Ilić, Bratislav and Terzović, Jefto",
year = "2010",
abstract = "Current trends in architecture are to a largely influenced by new developments in software design and its direct implementation in the production process of construction elements, by the construction industry. Research of the form and the structure of a morph shapes in architecture includes, alongside the usual methods, the iterative process - testing of mutually inter-dependant variety of solutions through alternating application of software for geometric modeling and structural analysis. Structural analysis is carried out with a software package based on the finite element method - FEM, where all relevant load behaviour cases are considered, thus forming their real combinations. Optimization of construction methods is carried out in the module for shaping of steel elements iteratively testing levels of stress and stability of individual rods, including the global structure., Savremeni trendovi u arhitekturi u velikoj meri su posledica razvoja softvera i njihove direktne implementacije u proizvodnom procesu konstruktivnih elemenata u građevinarstvu. Istraživanje forme i strukture amorfnih arhitektonskih objekata podrazumeva, pored uobičajenih metoda, iterativni postupak - specifično ispitivanje međusobno zavisnih varijantnih rešenja kroz naizmeničnu primenu softvera za geometrijsko modelovanje i softvera za statičko-konstruktivnu analizu. Statičko - konstruktivna analiza se sprovodi pomoću softverskog paketa koji se bazira na metodi konačnih elemenata, pri čemu se uzimaju u obzir svi relevantni slučajevi opterećenja, od kojih se formiraju njihove realne kombinacije. Optimizacija konstrukcije se vrši u modulu za dimenzionisanje čeličnih elemenata iterativnim kontrolama napona i kontrolama stabilnosti pojedinačnih štapova, kao i globalne strukture.",
publisher = "Univerzitet u Nišu - Građevinsko-arhitektonski fakultet, Niš",
journal = "Nauka + Praksa",
title = "Optimization of three-dimensional double-curved amorph shapes used in architecture, Optimizacija trodimenzionalnih dvostruko zakrivljenih amorfnih formi u arhitekturi",
number = "13",
pages = "29-32",
url = "https://hdl.handle.net/21.15107/rcub_raf_81"
}

Ilić, B.,& Terzović, J.. (2010). Optimization of three-dimensional double-curved amorph shapes used in architecture. in Nauka + Praksa
Univerzitet u Nišu - Građevinsko-arhitektonski fakultet, Niš.(13), 29-32.
https://hdl.handle.net/21.15107/rcub_raf_81

Ilić B, Terzović J. Optimization of three-dimensional double-curved amorph shapes used in architecture. in Nauka + Praksa. 2010;(13):29-32.
https://hdl.handle.net/21.15107/rcub_raf_81 .

Ilić, Bratislav, Terzović, Jefto, "Optimization of three-dimensional double-curved amorph shapes used in architecture" in Nauka + Praksa, no. 13 (2010):29-32,
https://hdl.handle.net/21.15107/rcub_raf_81 .

TY  - JOUR
AU  - Terzović, Jefto
PY  - 2009
UR  - https://raf.arh.bg.ac.rs/handle/123456789/58
AB  - Through comparative case studies, the paper researches specific structural philosophy [1], which decisively influenced formation of the physical portrait of Belgrade. Four recognizable structures are chosen, impressive as exceptional constructional accomplishments from the structural point of view, and analyzed through defined criteria. The goal is recognizing common design approaches in the structural field that define the Belgrade structural school. .
AB  - Kroz uporedne studije slučaja, rad istražuje postojanje osobene konstrukterske filozofije [1], koja je odlučujuće uticala na formiranje fizičkog portreta Beograda. Odabrana četiri prepoznatljiva objekta, upečatljivi kao izuzetna graditeljska dostignuća sa stanovišta konstrukcije, analiziraju se preko definisanih kriterijuma. Cilj je prepoznavanje zajedničkih projektantskih pristupa u fazi konstrukcije, koji definišu Beogradsku konstruktersku školu.
PB  - Univerzitet u Nišu - Građevinsko-arhitektonski fakultet, Niš
T2  - Nauka + Praksa
T1  - Belgrade structural school and forming urban portrait of Belgrade
T1  - Beogradska konstrukterska škola i formiranje urbanog portreta Beograda
VL  - 12
IS  - 2
SP  - 33
EP  - 36
UR  - https://hdl.handle.net/21.15107/rcub_raf_58
ER  - 

@article{
author = "Terzović, Jefto",
year = "2009",
abstract = "Through comparative case studies, the paper researches specific structural philosophy [1], which decisively influenced formation of the physical portrait of Belgrade. Four recognizable structures are chosen, impressive as exceptional constructional accomplishments from the structural point of view, and analyzed through defined criteria. The goal is recognizing common design approaches in the structural field that define the Belgrade structural school. ., Kroz uporedne studije slučaja, rad istražuje postojanje osobene konstrukterske filozofije [1], koja je odlučujuće uticala na formiranje fizičkog portreta Beograda. Odabrana četiri prepoznatljiva objekta, upečatljivi kao izuzetna graditeljska dostignuća sa stanovišta konstrukcije, analiziraju se preko definisanih kriterijuma. Cilj je prepoznavanje zajedničkih projektantskih pristupa u fazi konstrukcije, koji definišu Beogradsku konstruktersku školu.",
publisher = "Univerzitet u Nišu - Građevinsko-arhitektonski fakultet, Niš",
journal = "Nauka + Praksa",
title = "Belgrade structural school and forming urban portrait of Belgrade, Beogradska konstrukterska škola i formiranje urbanog portreta Beograda",
volume = "12",
number = "2",
pages = "33-36",
url = "https://hdl.handle.net/21.15107/rcub_raf_58"
}

Terzović, J.. (2009). Belgrade structural school and forming urban portrait of Belgrade. in Nauka + Praksa
Univerzitet u Nišu - Građevinsko-arhitektonski fakultet, Niš., 12(2), 33-36.
https://hdl.handle.net/21.15107/rcub_raf_58

Terzović J. Belgrade structural school and forming urban portrait of Belgrade. in Nauka + Praksa. 2009;12(2):33-36.
https://hdl.handle.net/21.15107/rcub_raf_58 .

Terzović, Jefto, "Belgrade structural school and forming urban portrait of Belgrade" in Nauka + Praksa, 12, no. 2 (2009):33-36,
https://hdl.handle.net/21.15107/rcub_raf_58 .