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.
TY - 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 .
,