Pushover analysis of RC frames with masonry infill
Нема приказа
Конференцијски прилог (Објављена верзија)
,
Savez Građevinskih Inženjera Srbije
Метаподаци
Приказ свих података о документуАпстракт
In the present paper, the methodology, suggested in FEMA guidelines for the evaluation of the seismic capacity of existing structures, is applied for the case of reinforced concrete frames with masonry infill. Calculations are carried out by the SAP2000. For the analysis, linear elements with appropriate plastic hinges are used for the modelling. Results from pushover analysis of three span bare frame, completely infilled frame and frame with infill only in the middle span. Also, numerical modelling of well known soft storey mechanism is shown. Results of numerical example confirm the expected inelastic behavior of frames with and without infill.
Кључне речи:
FEMA / RC frames / masonry infill / pushover analysis / SAP2000Извор:
Četvrto međunarodno naučno-stručno savetovanje “Zemljotresno inženjerstvo i inženjerska seizmologija”, 2014, 177-186Колекције
Институција/група
GraFarTY - CONF AU - Salatić, Ratko AU - Mandić, Rastislav AU - Marinković, Marko AU - Carević, Vedran PY - 2014 UR - https://grafar.grf.bg.ac.rs/handle/123456789/2080 AB - In the present paper, the methodology, suggested in FEMA guidelines for the evaluation of the seismic capacity of existing structures, is applied for the case of reinforced concrete frames with masonry infill. Calculations are carried out by the SAP2000. For the analysis, linear elements with appropriate plastic hinges are used for the modelling. Results from pushover analysis of three span bare frame, completely infilled frame and frame with infill only in the middle span. Also, numerical modelling of well known soft storey mechanism is shown. Results of numerical example confirm the expected inelastic behavior of frames with and without infill. C3 - Četvrto međunarodno naučno-stručno savetovanje “Zemljotresno inženjerstvo i inženjerska seizmologija” T1 - Pushover analysis of RC frames with masonry infill EP - 186 SP - 177 UR - https://hdl.handle.net/21.15107/rcub_grafar_2080 ER -
@conference{ author = "Salatić, Ratko and Mandić, Rastislav and Marinković, Marko and Carević, Vedran", year = "2014", abstract = "In the present paper, the methodology, suggested in FEMA guidelines for the evaluation of the seismic capacity of existing structures, is applied for the case of reinforced concrete frames with masonry infill. Calculations are carried out by the SAP2000. For the analysis, linear elements with appropriate plastic hinges are used for the modelling. Results from pushover analysis of three span bare frame, completely infilled frame and frame with infill only in the middle span. Also, numerical modelling of well known soft storey mechanism is shown. Results of numerical example confirm the expected inelastic behavior of frames with and without infill.", journal = "Četvrto međunarodno naučno-stručno savetovanje “Zemljotresno inženjerstvo i inženjerska seizmologija”", title = "Pushover analysis of RC frames with masonry infill", pages = "186-177", url = "https://hdl.handle.net/21.15107/rcub_grafar_2080" }
Salatić, R., Mandić, R., Marinković, M.,& Carević, V.. (2014). Pushover analysis of RC frames with masonry infill. in Četvrto međunarodno naučno-stručno savetovanje “Zemljotresno inženjerstvo i inženjerska seizmologija”, 177-186. https://hdl.handle.net/21.15107/rcub_grafar_2080
Salatić R, Mandić R, Marinković M, Carević V. Pushover analysis of RC frames with masonry infill. in Četvrto međunarodno naučno-stručno savetovanje “Zemljotresno inženjerstvo i inženjerska seizmologija”. 2014;:177-186. https://hdl.handle.net/21.15107/rcub_grafar_2080 .
Salatić, Ratko, Mandić, Rastislav, Marinković, Marko, Carević, Vedran, "Pushover analysis of RC frames with masonry infill" in Četvrto međunarodno naučno-stručno savetovanje “Zemljotresno inženjerstvo i inženjerska seizmologija” (2014):177-186, https://hdl.handle.net/21.15107/rcub_grafar_2080 .