TY  - JOUR
AU  - Grbić, Miodrag
AU  - Džombić, Neda
AU  - Glišić, Milan
PY  - 2017
UR  - https://raf.arh.bg.ac.rs/handle/123456789/254
AB  - In 2009, the Municipal Court of the City of Cajetina, Republic of Serbia, issued an order to a Commission of court-appointed experts (Commission) to perform an analysis of the collapse of a building in the final stage of its construction. The Commission was appointed by the Faculty of Architecture, University of Belgrade. The study reveals the steps taken in the process of determining the cause of collapse and the problems that have led to it, the conclusions and findings. Poor design and bad execution led to the collapse of the building. The causes of collapse were structural defects in calculations and rebar detailing, disregard of the procedures related to technical supervision and the procedure of obtaining a building permit, violation of building codes and good practice. The cause was determined using the following methods: analysis of documentation, analysis of regulations and legislation, in situ observations, interviews with participants on the process, and structural analysis through three dimensional modelling. The study also shows that safety factors in the built construction elements were low and inadequate. This work summarizes the principles, conclusions and findings of forensic investigation.
PB  - Int. Assoc. for Bridge and Structural Eng. Eth-Honggerberg
T2  - Structural engineering international
T1  - Investigation of the Collapse of a Building in the Final Stage of Its Construction
VL  - 27
IS  - 3
SP  - 429
EP  - 434
DO  - 10.2749/101686617X14881937384927
ER  - 

@article{
author = "Grbić, Miodrag and Džombić, Neda and Glišić, Milan",
year = "2017",
abstract = "In 2009, the Municipal Court of the City of Cajetina, Republic of Serbia, issued an order to a Commission of court-appointed experts (Commission) to perform an analysis of the collapse of a building in the final stage of its construction. The Commission was appointed by the Faculty of Architecture, University of Belgrade. The study reveals the steps taken in the process of determining the cause of collapse and the problems that have led to it, the conclusions and findings. Poor design and bad execution led to the collapse of the building. The causes of collapse were structural defects in calculations and rebar detailing, disregard of the procedures related to technical supervision and the procedure of obtaining a building permit, violation of building codes and good practice. The cause was determined using the following methods: analysis of documentation, analysis of regulations and legislation, in situ observations, interviews with participants on the process, and structural analysis through three dimensional modelling. The study also shows that safety factors in the built construction elements were low and inadequate. This work summarizes the principles, conclusions and findings of forensic investigation.",
publisher = "Int. Assoc. for Bridge and Structural Eng. Eth-Honggerberg",
journal = "Structural engineering international",
title = "Investigation of the Collapse of a Building in the Final Stage of Its Construction",
volume = "27",
number = "3",
pages = "429-434",
doi = "10.2749/101686617X14881937384927"
}

Grbić, M., Džombić, N.,& Glišić, M.. (2017). Investigation of the Collapse of a Building in the Final Stage of Its Construction. in Structural engineering international
Int. Assoc. for Bridge and Structural Eng. Eth-Honggerberg., 27(3), 429-434.
https://doi.org/10.2749/101686617X14881937384927

Grbić M, Džombić N, Glišić M. Investigation of the Collapse of a Building in the Final Stage of Its Construction. in Structural engineering international. 2017;27(3):429-434.
doi:10.2749/101686617X14881937384927 .

Grbić, Miodrag, Džombić, Neda, Glišić, Milan, "Investigation of the Collapse of a Building in the Final Stage of Its Construction" in Structural engineering international, 27, no. 3 (2017):429-434,
https://doi.org/10.2749/101686617X14881937384927 . .

TY  - JOUR
AU  - Grbić, Miodrag
AU  - Glišić, Milan
AU  - Obradović, Radojko
PY  - 2016
UR  - https://raf.arh.bg.ac.rs/handle/123456789/213
AB  - Recycling has an important role in modern production and in environment preservation. Introduction of recycled PET ((Poly) Ethylene-terephthalate) as straps for reinforcement bars in concrete construction elements can help these important issues. By using an experimental method it is shown that PET straps made with minimal investment, on site and with manual production can replace ‘annealed’ wire as element for connection of reinforcement bars. An overview of some regulation and procedures is presented and used for eligibility assessment of the proposed straps made of recycled material. Also an overview of commonly used connections is given so it can be compared with the proposed ones.
AB  - Reciklaža zauzima sve važniju ulogu u modernoj proizvodnji i očuvanju životne sredine. Uvođenje recikliranog PET-a ((Poli) Etilen-tereftalat) kao veze za armaturne šipke u betonskim konstruktivnim elementima može doprineti ovim važnim ciljevima. Korišćenjem eksperimentalne metode pokazano je da ovakve veze načinjene od recikliranog PET-a, uz minimalne investicije, napravljene na licu mesta i ručnom izradom mogu zameniti “paljenu”žicu kao element kojim se ostvaruje konekcija između armaturnih šipki. Dat je i kratak pregled nekih propisa i procedura koje su korišćene za procenu predloženih veza od navedenog recikliranog materijala. Takođe je dat i pregled najčešće korićenih veza kako bi moglo da se napravi poređenje sa predloženim rešenjem.
PB  - Univerzitet u Nišu, Niš
T2  - Facta universitatis - series: Architecture and Civil Engineering
T1  - Recycled pet ((Poly) ethylene-terephthalate) used as straps for rebar binding
T1  - Upotreba recikliranog PET-a ((Poli) etilen-tereftalat) za vezivanje armature
VL  - 14
IS  - 3
SP  - 319
EP  - 329
DO  - 10.2298/FUACE1603319G
ER  - 

@article{
author = "Grbić, Miodrag and Glišić, Milan and Obradović, Radojko",
year = "2016",
abstract = "Recycling has an important role in modern production and in environment preservation. Introduction of recycled PET ((Poly) Ethylene-terephthalate) as straps for reinforcement bars in concrete construction elements can help these important issues. By using an experimental method it is shown that PET straps made with minimal investment, on site and with manual production can replace ‘annealed’ wire as element for connection of reinforcement bars. An overview of some regulation and procedures is presented and used for eligibility assessment of the proposed straps made of recycled material. Also an overview of commonly used connections is given so it can be compared with the proposed ones., Reciklaža zauzima sve važniju ulogu u modernoj proizvodnji i očuvanju životne sredine. Uvođenje recikliranog PET-a ((Poli) Etilen-tereftalat) kao veze za armaturne šipke u betonskim konstruktivnim elementima može doprineti ovim važnim ciljevima. Korišćenjem eksperimentalne metode pokazano je da ovakve veze načinjene od recikliranog PET-a, uz minimalne investicije, napravljene na licu mesta i ručnom izradom mogu zameniti “paljenu”žicu kao element kojim se ostvaruje konekcija između armaturnih šipki. Dat je i kratak pregled nekih propisa i procedura koje su korišćene za procenu predloženih veza od navedenog recikliranog materijala. Takođe je dat i pregled najčešće korićenih veza kako bi moglo da se napravi poređenje sa predloženim rešenjem.",
publisher = "Univerzitet u Nišu, Niš",
journal = "Facta universitatis - series: Architecture and Civil Engineering",
title = "Recycled pet ((Poly) ethylene-terephthalate) used as straps for rebar binding, Upotreba recikliranog PET-a ((Poli) etilen-tereftalat) za vezivanje armature",
volume = "14",
number = "3",
pages = "319-329",
doi = "10.2298/FUACE1603319G"
}

Grbić, M., Glišić, M.,& Obradović, R.. (2016). Recycled pet ((Poly) ethylene-terephthalate) used as straps for rebar binding. in Facta universitatis - series: Architecture and Civil Engineering
Univerzitet u Nišu, Niš., 14(3), 319-329.
https://doi.org/10.2298/FUACE1603319G

Grbić M, Glišić M, Obradović R. Recycled pet ((Poly) ethylene-terephthalate) used as straps for rebar binding. in Facta universitatis - series: Architecture and Civil Engineering. 2016;14(3):319-329.
doi:10.2298/FUACE1603319G .

Grbić, Miodrag, Glišić, Milan, Obradović, Radojko, "Recycled pet ((Poly) ethylene-terephthalate) used as straps for rebar binding" in Facta universitatis - series: Architecture and Civil Engineering, 14, no. 3 (2016):319-329,
https://doi.org/10.2298/FUACE1603319G . .

TY  - JOUR
AU  - Solarov, Radivoj
AU  - Glišić, Milan
PY  - 2014
UR  - https://raf.arh.bg.ac.rs/handle/123456789/1087
AB  - This paper emphasizes the advantage of using carbon polymers while producing and strengthening glulam beams. Due to advanced
research carried out in this field, the first application of carbon polymers based products was implemented in Western countries.
Structural elements containing carbon polymers, or being reinforced by them, show higher resistance and durability properties, as well
as the ability to be produced in various shapes. These features can find best application in architecture so the architects’ imagination
in design could be realized. Many attractive buildings were constructed over the last decade, each of them showing exceptional
safety, resistance to atmospheric influences, durability and cost-efficiency. Beside application of carbon polymers in the construction
of new buildings, they are even more important in the field of historic heritage restoration. The original research carried out on ten
samples in the laboratory is presented in the second part of the paper. Position of the reinforcement on the samples was chosen as it
would be done in practical retrofit cases. Deformations of the samples exposed to pure bending were measured, so their behaviour in
the elastic range could be analysed based on the results. Measured results were compared to those calculated by using FEM model,
developed with software package AxisVM. Based on performed analysis, the conclusion was made that by strengthening timber glulam
beams with FRP strips, the simple and efficient static load bearing capacity upgrade is gained.
PB  - Institute of Architecture, Urban & Spatial Planning of Serbia
T2  - Spatium
T1  - Glulam beams reinforced with FRP strips and their application in architecture
IS  - 32
SP  - 1
EP  - 6
DO  - 10.2298/SPAT1432001S
ER  - 

@article{
author = "Solarov, Radivoj and Glišić, Milan",
year = "2014",
abstract = "This paper emphasizes the advantage of using carbon polymers while producing and strengthening glulam beams. Due to advanced
research carried out in this field, the first application of carbon polymers based products was implemented in Western countries.
Structural elements containing carbon polymers, or being reinforced by them, show higher resistance and durability properties, as well
as the ability to be produced in various shapes. These features can find best application in architecture so the architects’ imagination
in design could be realized. Many attractive buildings were constructed over the last decade, each of them showing exceptional
safety, resistance to atmospheric influences, durability and cost-efficiency. Beside application of carbon polymers in the construction
of new buildings, they are even more important in the field of historic heritage restoration. The original research carried out on ten
samples in the laboratory is presented in the second part of the paper. Position of the reinforcement on the samples was chosen as it
would be done in practical retrofit cases. Deformations of the samples exposed to pure bending were measured, so their behaviour in
the elastic range could be analysed based on the results. Measured results were compared to those calculated by using FEM model,
developed with software package AxisVM. Based on performed analysis, the conclusion was made that by strengthening timber glulam
beams with FRP strips, the simple and efficient static load bearing capacity upgrade is gained.",
publisher = "Institute of Architecture, Urban & Spatial Planning of Serbia",
journal = "Spatium",
title = "Glulam beams reinforced with FRP strips and their application in architecture",
number = "32",
pages = "1-6",
doi = "10.2298/SPAT1432001S"
}

Solarov, R.,& Glišić, M.. (2014). Glulam beams reinforced with FRP strips and their application in architecture. in Spatium
Institute of Architecture, Urban & Spatial Planning of Serbia.(32), 1-6.
https://doi.org/10.2298/SPAT1432001S

Solarov R, Glišić M. Glulam beams reinforced with FRP strips and their application in architecture. in Spatium. 2014;(32):1-6.
doi:10.2298/SPAT1432001S .

Solarov, Radivoj, Glišić, Milan, "Glulam beams reinforced with FRP strips and their application in architecture" in Spatium, no. 32 (2014):1-6,
https://doi.org/10.2298/SPAT1432001S . .