Analiza performansi armiranobetonskih zidova pri seizmičkim dejstvima
Аутори
Petronijević, Predrag M.Остала ауторства
Folić, RadomirLađinović, Đorđe
Mijalković, Marina
Mladenović, Biljana
Zlatkov, Dragan
Докторска теза (Објављена верзија)
Метаподаци
Приказ свих података о документуАпстракт
This dissertation contains analysis of reinforced concrete (RC) walls performance under seismic loading. Limit states, ductility and energy indicators of RC walls behavior are examined, along with their failure mechanisms. Sources of theoretical and experimental research of RC walls behavior under static load and load that simulates seismic action are thoroughly and critically examined. Proposal of a nonlinear mathematical model of RC walls behavior under cyclic load was provided, as well as a simplified model suitable for practical analysis Results of analysis are verified by the available experimental research. Nonlinear numerical models of RC walls are used in this study for simulation of seismic action impact on the multi-storey buildings in dual structural systems. Using adequate (here developed or modified) numerical model provides information about the parameters required for proper behavior of RC walls in concrete structures. Based on the proposed model, building structures of ...various layouts, heights and arrangement of RC walls were analyzed. The analysis was performed using nonlinear methods: static nonlinear (push-over) method and dynamic method which integrates motion equation (time-history method). Storey drift, maximum inter-storey drift and acceleration of ceilings are comparatively analyzed, as criteria for assessment of seismic performances, due to their direct influence on the damage of structural and nonstructural elements.
Кључне речи:
AB konstrukcije zgrada / RC building structures / shear walls / dual structural system / coupled walls / coupling beams / nonlinear analysis / performance-based design / Perform-3D / smičući zidovi / dualni konstruktivni sistem / povezani zidovi / vezne grede / nelinearna analiza / analiza zasnovana na performansama / Perform-3DИзвор:
Универзитет у Нишу, 2017Издавач:
- Универзитет у Нишу, Грађевинско-архитектонски факултет
Финансирање / пројекти:
- Експериментална и теоријска истраживања линијских и површинских система са полукрутим везама са аспекта теорије другог реда и стабилности (RS-MESTD-Technological Development (TD or TR)-36016)
- Развој и унапређење метода за анализу интеракције конструкције и тла на основу теоријских и експерименталних истраживања (RS-MESTD-Technological Development (TD or TR)-36028)
URI
http://eteze.ni.ac.rs/application/showtheses?thesesId=5785https://fedorani.ni.ac.rs/fedora/get/o:1454/bdef:Content/download
http://vbs.rs/scripts/cobiss?command=DISPLAY&base=70052&RID=533948310
http://nardus.mpn.gov.rs/123456789/9492
https://grafar.grf.bg.ac.rs/handle/123456789/1691
Колекције
Институција/група
GraFarTY - THES AU - Petronijević, Predrag M. PY - 2017 UR - http://eteze.ni.ac.rs/application/showtheses?thesesId=5785 UR - https://fedorani.ni.ac.rs/fedora/get/o:1454/bdef:Content/download UR - http://vbs.rs/scripts/cobiss?command=DISPLAY&base=70052&RID=533948310 UR - http://nardus.mpn.gov.rs/123456789/9492 UR - https://grafar.grf.bg.ac.rs/handle/123456789/1691 AB - This dissertation contains analysis of reinforced concrete (RC) walls performance under seismic loading. Limit states, ductility and energy indicators of RC walls behavior are examined, along with their failure mechanisms. Sources of theoretical and experimental research of RC walls behavior under static load and load that simulates seismic action are thoroughly and critically examined. Proposal of a nonlinear mathematical model of RC walls behavior under cyclic load was provided, as well as a simplified model suitable for practical analysis Results of analysis are verified by the available experimental research. Nonlinear numerical models of RC walls are used in this study for simulation of seismic action impact on the multi-storey buildings in dual structural systems. Using adequate (here developed or modified) numerical model provides information about the parameters required for proper behavior of RC walls in concrete structures. Based on the proposed model, building structures of various layouts, heights and arrangement of RC walls were analyzed. The analysis was performed using nonlinear methods: static nonlinear (push-over) method and dynamic method which integrates motion equation (time-history method). Storey drift, maximum inter-storey drift and acceleration of ceilings are comparatively analyzed, as criteria for assessment of seismic performances, due to their direct influence on the damage of structural and nonstructural elements. PB - Универзитет у Нишу, Грађевинско-архитектонски факултет T2 - Универзитет у Нишу T1 - Analiza performansi armiranobetonskih zidova pri seizmičkim dejstvima UR - https://hdl.handle.net/21.15107/rcub_nardus_9492 ER -
@phdthesis{ author = "Petronijević, Predrag M.", year = "2017", abstract = "This dissertation contains analysis of reinforced concrete (RC) walls performance under seismic loading. Limit states, ductility and energy indicators of RC walls behavior are examined, along with their failure mechanisms. Sources of theoretical and experimental research of RC walls behavior under static load and load that simulates seismic action are thoroughly and critically examined. Proposal of a nonlinear mathematical model of RC walls behavior under cyclic load was provided, as well as a simplified model suitable for practical analysis Results of analysis are verified by the available experimental research. Nonlinear numerical models of RC walls are used in this study for simulation of seismic action impact on the multi-storey buildings in dual structural systems. Using adequate (here developed or modified) numerical model provides information about the parameters required for proper behavior of RC walls in concrete structures. Based on the proposed model, building structures of various layouts, heights and arrangement of RC walls were analyzed. The analysis was performed using nonlinear methods: static nonlinear (push-over) method and dynamic method which integrates motion equation (time-history method). Storey drift, maximum inter-storey drift and acceleration of ceilings are comparatively analyzed, as criteria for assessment of seismic performances, due to their direct influence on the damage of structural and nonstructural elements.", publisher = "Универзитет у Нишу, Грађевинско-архитектонски факултет", journal = "Универзитет у Нишу", title = "Analiza performansi armiranobetonskih zidova pri seizmičkim dejstvima", url = "https://hdl.handle.net/21.15107/rcub_nardus_9492" }
Petronijević, P. M.. (2017). Analiza performansi armiranobetonskih zidova pri seizmičkim dejstvima. in Универзитет у Нишу Универзитет у Нишу, Грађевинско-архитектонски факултет.. https://hdl.handle.net/21.15107/rcub_nardus_9492
Petronijević PM. Analiza performansi armiranobetonskih zidova pri seizmičkim dejstvima. in Универзитет у Нишу. 2017;. https://hdl.handle.net/21.15107/rcub_nardus_9492 .
Petronijević, Predrag M., "Analiza performansi armiranobetonskih zidova pri seizmičkim dejstvima" in Универзитет у Нишу (2017), https://hdl.handle.net/21.15107/rcub_nardus_9492 .