TY  - CONF
AU  - Milićević, Ivan
AU  - Nikolić-Brzev, S.
PY  - 2018
UR  - https://grafar.grf.bg.ac.rs/handle/123456789/1641
AB  - The majority of older existing RC buildings in regions of moderate and high seismicity are vulnerable to earthquake effects. They often do not meet current seismic codes requirements which are more stringent compared to the older codes. Addition of new RC shear walls is an effective retrofit strategy for the reduction of seismic demands on the existing members, especially in case of RC frame structures. The paper presents a case study of an existing school building located in high seismic hazard zone in Central Asia. The building is a bare RC frame structure, designed and constructed in 1960s. The seismic assessment via linear elastic and pushover analysis showed that the structure is deficient for code-prescribed earthquake intensity. A feasible retrofit scheme in the form of new RC shear walls has been developed and its effectivness was verified via linear elastic and pushover analysis.
PB  - Društvo građevinskih konstruktera Srbije, Beograd
C3  - Zbornik radova sa nacionalnog kongresa DGKS / Društvо građevinskih konstruktera Srbije, 15. kongres, 6-8. septembar 2018, Zlatibor
T1  - Seismic retrofitting of RC frame buildings by adding new RC shear walls
EP  - 193
SP  - 182
UR  - https://hdl.handle.net/21.15107/rcub_grafar_1641
ER  - 

@conference{
author = "Milićević, Ivan and Nikolić-Brzev, S.",
year = "2018",
abstract = "The majority of older existing RC buildings in regions of moderate and high seismicity are vulnerable to earthquake effects. They often do not meet current seismic codes requirements which are more stringent compared to the older codes. Addition of new RC shear walls is an effective retrofit strategy for the reduction of seismic demands on the existing members, especially in case of RC frame structures. The paper presents a case study of an existing school building located in high seismic hazard zone in Central Asia. The building is a bare RC frame structure, designed and constructed in 1960s. The seismic assessment via linear elastic and pushover analysis showed that the structure is deficient for code-prescribed earthquake intensity. A feasible retrofit scheme in the form of new RC shear walls has been developed and its effectivness was verified via linear elastic and pushover analysis.",
publisher = "Društvo građevinskih konstruktera Srbije, Beograd",
journal = "Zbornik radova sa nacionalnog kongresa DGKS / Društvо građevinskih konstruktera Srbije, 15. kongres, 6-8. septembar 2018, Zlatibor",
title = "Seismic retrofitting of RC frame buildings by adding new RC shear walls",
pages = "193-182",
url = "https://hdl.handle.net/21.15107/rcub_grafar_1641"
}

Milićević, I.,& Nikolić-Brzev, S.. (2018). Seismic retrofitting of RC frame buildings by adding new RC shear walls. in Zbornik radova sa nacionalnog kongresa DGKS / Društvо građevinskih konstruktera Srbije, 15. kongres, 6-8. septembar 2018, Zlatibor
Društvo građevinskih konstruktera Srbije, Beograd., 182-193.
https://hdl.handle.net/21.15107/rcub_grafar_1641

Milićević I, Nikolić-Brzev S. Seismic retrofitting of RC frame buildings by adding new RC shear walls. in Zbornik radova sa nacionalnog kongresa DGKS / Društvо građevinskih konstruktera Srbije, 15. kongres, 6-8. septembar 2018, Zlatibor. 2018;:182-193.
https://hdl.handle.net/21.15107/rcub_grafar_1641 .

Milićević, Ivan, Nikolić-Brzev, S., "Seismic retrofitting of RC frame buildings by adding new RC shear walls" in Zbornik radova sa nacionalnog kongresa DGKS / Društvо građevinskih konstruktera Srbije, 15. kongres, 6-8. septembar 2018, Zlatibor (2018):182-193,
https://hdl.handle.net/21.15107/rcub_grafar_1641 .