SEISMIC RESPONSE OF RC BUILDINGS WITH DIFFERENTLY REINFORCED SHEAR WALLS
SEIZMIČKI ODGOVOR AB ZGRADA SA RAZLIČITO ARMIRANIM ZIDOVIMA
Апстракт
A post-elastic behaviour of buildings with reinforced concrete (RC) walls is analysed, using
the method of nonlinear static analysis. Two models, both with different RC wall
reinforcement detailing, are used for the comparative analysis of the building behaviour.
Walls are modelled as column-rigid beam elements with fiber nonlinear hinges, but with
different distribution and quantities of the reinforcing steel in both model. The model with
RC walls that have boundary elements is chosen as a referent model for comparative
analysis. Based on the results of nonlinear analysis method, target displacement and inter-
story drift values, some conclusions and recommendations are given.
Analiziran je sistem post-elastičnog ponašanja zgrada sa armirano-betonskim (AB)
zidovima, primenom metode nelinearne statičke analize. Za uporednu analizu ponašanja
zgrade koriste se dva modela, oba sa različitim detaljima armiranja AB zidova. Zidovi su
modelirani kao sistemi stubova i krutih greda sa vlaknastim modelima plastičnih zglobova,
ali sa različitim rasporedom i količinama armature u oba modela. Kao referentni model za
komparativnu analizu, odabran je model sa AB zidovima koji imaju ivične elemente. Na
osnovu rezultata dobijenih primenom metode nelinearne analize, ciljnih i međuspratnih
pomeranja, date su odgovarajuće preporuke.
Кључне речи:
Buildings, / RC walls / seismic nonlinear analysis / reinforcing method / Zgrade / AB zidovi / seizmička nelinearna analiza / metode armiranjaИзвор:
Proceedings. International scientific conference. Earthquake engineering and geotechnical aspects of civil engineering. Editor: Prof. emeritus dr Radomir Folić. Vrnjačka Banja, 03. - 05. novembar 2021 [Elektronski izvor], 2021, 175-190Издавач:
- Union of Engineers and Technicians of Serbia
- SGITS
Финансирање / пројекти:
- Ministry of Education, Sciences and Development of Republic of Serbia within the Project: “A comprehensive approach to improvement of interdisciplinary researches in construction education and science”
- Contract No. 451-03-9/2021- 14/ 20021
- Нови технолошки поступци у складу са добробити живине и заштитом животне средине у циљу добијања живинских производа гарантованог и посебног квалитета (RS-MESTD-MPN2006-2010-20021)
Напомена:
- Proceedings. International scientific conference. Earthquake engineering and geotechnical aspects of civil engineering. Editor: Prof. emeritus dr Radomir Folić. Vrnjačka Banja, 03. - 05. novembar 2021. Union of Engineers and Technicians of Serbia. Srbija, Beograd, Kneza Miloša 9/I. pp. 175-190. UDK: 624.012.45.042 ISBN 978-86-88897-15-0
Колекције
Институција/група
Inovacioni centarTY - CONF AU - Čokić, Miloš AU - Folić, Radomir AU - Folić, Boris PY - 2021 UR - https://machinery.mas.bg.ac.rs/handle/123456789/7411 AB - A post-elastic behaviour of buildings with reinforced concrete (RC) walls is analysed, using the method of nonlinear static analysis. Two models, both with different RC wall reinforcement detailing, are used for the comparative analysis of the building behaviour. Walls are modelled as column-rigid beam elements with fiber nonlinear hinges, but with different distribution and quantities of the reinforcing steel in both model. The model with RC walls that have boundary elements is chosen as a referent model for comparative analysis. Based on the results of nonlinear analysis method, target displacement and inter- story drift values, some conclusions and recommendations are given. AB - Analiziran je sistem post-elastičnog ponašanja zgrada sa armirano-betonskim (AB) zidovima, primenom metode nelinearne statičke analize. Za uporednu analizu ponašanja zgrade koriste se dva modela, oba sa različitim detaljima armiranja AB zidova. Zidovi su modelirani kao sistemi stubova i krutih greda sa vlaknastim modelima plastičnih zglobova, ali sa različitim rasporedom i količinama armature u oba modela. Kao referentni model za komparativnu analizu, odabran je model sa AB zidovima koji imaju ivične elemente. Na osnovu rezultata dobijenih primenom metode nelinearne analize, ciljnih i međuspratnih pomeranja, date su odgovarajuće preporuke. PB - Union of Engineers and Technicians of Serbia PB - SGITS C3 - Proceedings. International scientific conference. Earthquake engineering and geotechnical aspects of civil engineering. Editor: Prof. emeritus dr Radomir Folić. Vrnjačka Banja, 03. - 05. novembar 2021 [Elektronski izvor] T1 - SEISMIC RESPONSE OF RC BUILDINGS WITH DIFFERENTLY REINFORCED SHEAR WALLS T1 - SEIZMIČKI ODGOVOR AB ZGRADA SA RAZLIČITO ARMIRANIM ZIDOVIMA EP - 190 SP - 175 UR - https://hdl.handle.net/21.15107/rcub_machinery_7411 ER -
@conference{ author = "Čokić, Miloš and Folić, Radomir and Folić, Boris", year = "2021", abstract = "A post-elastic behaviour of buildings with reinforced concrete (RC) walls is analysed, using the method of nonlinear static analysis. Two models, both with different RC wall reinforcement detailing, are used for the comparative analysis of the building behaviour. Walls are modelled as column-rigid beam elements with fiber nonlinear hinges, but with different distribution and quantities of the reinforcing steel in both model. The model with RC walls that have boundary elements is chosen as a referent model for comparative analysis. Based on the results of nonlinear analysis method, target displacement and inter- story drift values, some conclusions and recommendations are given., Analiziran je sistem post-elastičnog ponašanja zgrada sa armirano-betonskim (AB) zidovima, primenom metode nelinearne statičke analize. Za uporednu analizu ponašanja zgrade koriste se dva modela, oba sa različitim detaljima armiranja AB zidova. Zidovi su modelirani kao sistemi stubova i krutih greda sa vlaknastim modelima plastičnih zglobova, ali sa različitim rasporedom i količinama armature u oba modela. Kao referentni model za komparativnu analizu, odabran je model sa AB zidovima koji imaju ivične elemente. Na osnovu rezultata dobijenih primenom metode nelinearne analize, ciljnih i međuspratnih pomeranja, date su odgovarajuće preporuke.", publisher = "Union of Engineers and Technicians of Serbia, SGITS", journal = "Proceedings. International scientific conference. Earthquake engineering and geotechnical aspects of civil engineering. Editor: Prof. emeritus dr Radomir Folić. Vrnjačka Banja, 03. - 05. novembar 2021 [Elektronski izvor]", title = "SEISMIC RESPONSE OF RC BUILDINGS WITH DIFFERENTLY REINFORCED SHEAR WALLS, SEIZMIČKI ODGOVOR AB ZGRADA SA RAZLIČITO ARMIRANIM ZIDOVIMA", pages = "190-175", url = "https://hdl.handle.net/21.15107/rcub_machinery_7411" }
Čokić, M., Folić, R.,& Folić, B.. (2021). SEISMIC RESPONSE OF RC BUILDINGS WITH DIFFERENTLY REINFORCED SHEAR WALLS. in Proceedings. International scientific conference. Earthquake engineering and geotechnical aspects of civil engineering. Editor: Prof. emeritus dr Radomir Folić. Vrnjačka Banja, 03. - 05. novembar 2021 [Elektronski izvor] Union of Engineers and Technicians of Serbia., 175-190. https://hdl.handle.net/21.15107/rcub_machinery_7411
Čokić M, Folić R, Folić B. SEISMIC RESPONSE OF RC BUILDINGS WITH DIFFERENTLY REINFORCED SHEAR WALLS. in Proceedings. International scientific conference. Earthquake engineering and geotechnical aspects of civil engineering. Editor: Prof. emeritus dr Radomir Folić. Vrnjačka Banja, 03. - 05. novembar 2021 [Elektronski izvor]. 2021;:175-190. https://hdl.handle.net/21.15107/rcub_machinery_7411 .
Čokić, Miloš, Folić, Radomir, Folić, Boris, "SEISMIC RESPONSE OF RC BUILDINGS WITH DIFFERENTLY REINFORCED SHEAR WALLS" in Proceedings. International scientific conference. Earthquake engineering and geotechnical aspects of civil engineering. Editor: Prof. emeritus dr Radomir Folić. Vrnjačka Banja, 03. - 05. novembar 2021 [Elektronski izvor] (2021):175-190, https://hdl.handle.net/21.15107/rcub_machinery_7411 .