TY  - JOUR
AU  - Folić, Radomir
AU  - Brujić, Zoran
AU  - Folić, Boris
AU  - Čokić, Miloš
PY  - 2021
UR  - https://machinery.mas.bg.ac.rs/handle/123456789/6989
AB  - U ovom radu, analizirani su konstruktivni sistemi zgrada sa armirano-betonskim (AB) zi-
dovima sa fokusom na njihovo post-elastično ponašanje, primenom metoda nelinearne statičke
i dinamičke analize. Tri modela zgrada sa različitim detaljima armiranja AB zidova su ana-
lizirana i upotrebljena za uporednu analiza seizmičkog odgovora zgrade. Rezultati analize su
iskorišćeni za upoređenje odgovora zgrada, na seizmička dejstva, sa zidovima projektovanim
prema EC8 (koji sadrže ivične elemente) i zgrada sa ravnomerno raspoređenom armaturom u
poprečnom preseku AB zidova. Zidovi su modelirani kao sistemi stubova i krutih greda sa vlak-
nastim modelima plastičnih zglobova, ali sa različitim rasporedom i količinama armature u sva
tri modela. Kao referentni model za komparativnu analizu, odabran je model sa AB zidovima
koji imaju ivične elemente. Na osnovu rezultata dobijenih primenom metoda nelinearne analize,
date su odgovarajuće preporuke
AB  - In this paper, a wall structural system building (acc. to EC8), with reinforced concrete
(RC) walls is analysed. The focus is on analysing the system post-elastic behaviour, using the
nonlinear static and dynamic analysis methods. Three models (each with different RC wall rein-
forcement detailing) are used for the comparative analysis of the building behaviour. The results
of this analysis are used to compare the response of buildings with the walls designed according
to EC8 (with boundary elements) and buildings with uniformly distributed rebar in the RC wall
cross-section. Walls are modelled as column-rigid beam elements with fiber nonlinear hinges,
but with different distribution and quantities of the reinforcing steel in each model. The model
with RC walls that have “boundary” elements modelled as a part of the wall is chosen as a refer-
ent model for comparative analysis with the other two models. Based on the results of nonlinear
analysis methods some conclusions and recommendations are given.
PB  - Beograd : Savez inženjera i tehničara Srbije
T2  - IZGRADNJA
T1  - THE EFFECT OF REINFORCEMENT DETAILING IN RC WALLS ON THE BEHAVIOUR OF DCM BUILDINGS WITH WALL STRUCTURAL SYSTEM
T1  - UTICAJ METODE ARMIRANJA AB ZIDOVA NA PONAŠANJE ZGRADA SREDNJE DUKTILNOSTI SA ZIDNIM KONSTRUKTIVNIM SISTEMOM
EP  - 160
IS  - 75, 9-12
SP  - 143
UR  - https://hdl.handle.net/21.15107/rcub_machinery_6989
ER  - 

@article{
author = "Folić, Radomir and Brujić, Zoran and Folić, Boris and Čokić, Miloš",
year = "2021",
abstract = "U ovom radu, analizirani su konstruktivni sistemi zgrada sa armirano-betonskim (AB) zi-
dovima sa fokusom na njihovo post-elastično ponašanje, primenom metoda nelinearne statičke
i dinamičke analize. Tri modela zgrada sa različitim detaljima armiranja AB zidova su ana-
lizirana i upotrebljena za uporednu analiza seizmičkog odgovora zgrade. Rezultati analize su
iskorišćeni za upoređenje odgovora zgrada, na seizmička dejstva, sa zidovima projektovanim
prema EC8 (koji sadrže ivične elemente) i zgrada sa ravnomerno raspoređenom armaturom u
poprečnom preseku AB zidova. Zidovi su modelirani kao sistemi stubova i krutih greda sa vlak-
nastim modelima plastičnih zglobova, ali sa različitim rasporedom i količinama armature u sva
tri modela. Kao referentni model za komparativnu analizu, odabran je model sa AB zidovima
koji imaju ivične elemente. Na osnovu rezultata dobijenih primenom metoda nelinearne analize,
date su odgovarajuće preporuke, In this paper, a wall structural system building (acc. to EC8), with reinforced concrete
(RC) walls is analysed. The focus is on analysing the system post-elastic behaviour, using the
nonlinear static and dynamic analysis methods. Three models (each with different RC wall rein-
forcement detailing) are used for the comparative analysis of the building behaviour. The results
of this analysis are used to compare the response of buildings with the walls designed according
to EC8 (with boundary elements) and buildings with uniformly distributed rebar in the RC wall
cross-section. Walls are modelled as column-rigid beam elements with fiber nonlinear hinges,
but with different distribution and quantities of the reinforcing steel in each model. The model
with RC walls that have “boundary” elements modelled as a part of the wall is chosen as a refer-
ent model for comparative analysis with the other two models. Based on the results of nonlinear
analysis methods some conclusions and recommendations are given.",
publisher = "Beograd : Savez inženjera i tehničara Srbije",
journal = "IZGRADNJA",
title = "THE EFFECT OF REINFORCEMENT DETAILING IN RC WALLS ON THE BEHAVIOUR OF DCM BUILDINGS WITH WALL STRUCTURAL SYSTEM, UTICAJ METODE ARMIRANJA AB ZIDOVA NA PONAŠANJE ZGRADA SREDNJE DUKTILNOSTI SA ZIDNIM KONSTRUKTIVNIM SISTEMOM",
pages = "160-143",
number = "75, 9-12",
url = "https://hdl.handle.net/21.15107/rcub_machinery_6989"
}

Folić, R., Brujić, Z., Folić, B.,& Čokić, M.. (2021). THE EFFECT OF REINFORCEMENT DETAILING IN RC WALLS ON THE BEHAVIOUR OF DCM BUILDINGS WITH WALL STRUCTURAL SYSTEM. in IZGRADNJA
Beograd : Savez inženjera i tehničara Srbije.(75, 9-12), 143-160.
https://hdl.handle.net/21.15107/rcub_machinery_6989

Folić R, Brujić Z, Folić B, Čokić M. THE EFFECT OF REINFORCEMENT DETAILING IN RC WALLS ON THE BEHAVIOUR OF DCM BUILDINGS WITH WALL STRUCTURAL SYSTEM. in IZGRADNJA. 2021;(75, 9-12):143-160.
https://hdl.handle.net/21.15107/rcub_machinery_6989 .

Folić, Radomir, Brujić, Zoran, Folić, Boris, Čokić, Miloš, "THE EFFECT OF REINFORCEMENT DETAILING IN RC WALLS ON THE BEHAVIOUR OF DCM BUILDINGS WITH WALL STRUCTURAL SYSTEM" in IZGRADNJA, no. 75, 9-12 (2021):143-160,
https://hdl.handle.net/21.15107/rcub_machinery_6989 .