In this paper the effects of soil-structure interaction (SSI) on reinforced concrete (RC) buildings are analyzed. The dynamic analysis was carried out for two buildings of different heights, founded on three different types of soils, and two different types of foundation, with and without soil interaction. Ten earthquake records, chosen for Belgrade site, were used in the response spectrum analysis. The mean spectrum at the base of the soil deposit and the mean spectra at the surface of each soil types were derived. Calculation was performed using the originally coded MATLAB program, which accounts for downward and upward wave propagation. The influence of the soil layer over the bedrock on the response of the RC buildings was calculated using the commercial software SAP2000. The conclusions were carried out according to theobtained results.
Source:
Zbornik radova / Četvrto međunarodno naučno-stručno savetovanje Zemljotresno inženjerstvo i inženjerska seizmologija, Borsko jezero, 19.-21. maj 2014. godine = Conference Proceedings / Fourth International Conference Seismic Engineering and Engineering Se, 2014, 343-352
TY - CONF
AU - Petronijević, Mira
AU - Marjanović, Miroslav
AU - Radišić, Marko
AU - Marjanović, Miloš
AU - Nefovska-Danilović, Marija
PY - 2014
UR - https://grafar.grf.bg.ac.rs/handle/123456789/1212
AB - In this paper the effects of soil-structure interaction (SSI) on reinforced concrete (RC) buildings are analyzed. The dynamic analysis was carried out for two buildings of different heights, founded on three different types of soils, and two different types of foundation, with and without soil interaction. Ten earthquake records, chosen for Belgrade site, were used in the response spectrum analysis. The mean spectrum at the base of the soil deposit and the mean spectra at the surface of each soil types were derived. Calculation was performed using the originally coded MATLAB program, which accounts for downward and upward wave propagation. The influence of the soil layer over the bedrock on the response of the RC buildings was calculated using the commercial software SAP2000. The conclusions were carried out according to theobtained results.
PB - Savez građevinskih inženjera Srbije, Beograd
C3 - Zbornik radova / Četvrto međunarodno naučno-stručno savetovanje Zemljotresno inženjerstvo i inženjerska seizmologija, Borsko jezero, 19.-21. maj 2014. godine = Conference Proceedings / Fourth International Conference Seismic Engineering and Engineering Se
T1 - Comparative seismic analysis of RC buildings under influence of soil-structure interaction
EP - 352
SP - 343
UR - https://hdl.handle.net/21.15107/rcub_grafar_1212
ER -
@conference{
author = "Petronijević, Mira and Marjanović, Miroslav and Radišić, Marko and Marjanović, Miloš and Nefovska-Danilović, Marija",
year = "2014",
abstract = "In this paper the effects of soil-structure interaction (SSI) on reinforced concrete (RC) buildings are analyzed. The dynamic analysis was carried out for two buildings of different heights, founded on three different types of soils, and two different types of foundation, with and without soil interaction. Ten earthquake records, chosen for Belgrade site, were used in the response spectrum analysis. The mean spectrum at the base of the soil deposit and the mean spectra at the surface of each soil types were derived. Calculation was performed using the originally coded MATLAB program, which accounts for downward and upward wave propagation. The influence of the soil layer over the bedrock on the response of the RC buildings was calculated using the commercial software SAP2000. The conclusions were carried out according to theobtained results.",
publisher = "Savez građevinskih inženjera Srbije, Beograd",
journal = "Zbornik radova / Četvrto međunarodno naučno-stručno savetovanje Zemljotresno inženjerstvo i inženjerska seizmologija, Borsko jezero, 19.-21. maj 2014. godine = Conference Proceedings / Fourth International Conference Seismic Engineering and Engineering Se",
title = "Comparative seismic analysis of RC buildings under influence of soil-structure interaction",
pages = "352-343",
url = "https://hdl.handle.net/21.15107/rcub_grafar_1212"
}
Petronijević, M., Marjanović, M., Radišić, M., Marjanović, M.,& Nefovska-Danilović, M.. (2014). Comparative seismic analysis of RC buildings under influence of soil-structure interaction. in Zbornik radova / Četvrto međunarodno naučno-stručno savetovanje Zemljotresno inženjerstvo i inženjerska seizmologija, Borsko jezero, 19.-21. maj 2014. godine = Conference Proceedings / Fourth International Conference Seismic Engineering and Engineering Se
Savez građevinskih inženjera Srbije, Beograd., 343-352.
https://hdl.handle.net/21.15107/rcub_grafar_1212
Petronijević M, Marjanović M, Radišić M, Marjanović M, Nefovska-Danilović M. Comparative seismic analysis of RC buildings under influence of soil-structure interaction. in Zbornik radova / Četvrto međunarodno naučno-stručno savetovanje Zemljotresno inženjerstvo i inženjerska seizmologija, Borsko jezero, 19.-21. maj 2014. godine = Conference Proceedings / Fourth International Conference Seismic Engineering and Engineering Se. 2014;:343-352.
https://hdl.handle.net/21.15107/rcub_grafar_1212 .
Petronijević, Mira, Marjanović, Miroslav, Radišić, Marko, Marjanović, Miloš, Nefovska-Danilović, Marija, "Comparative seismic analysis of RC buildings under influence of soil-structure interaction" in Zbornik radova / Četvrto međunarodno naučno-stručno savetovanje Zemljotresno inženjerstvo i inženjerska seizmologija, Borsko jezero, 19.-21. maj 2014. godine = Conference Proceedings / Fourth International Conference Seismic Engineering and Engineering Se (2014):343-352,
https://hdl.handle.net/21.15107/rcub_grafar_1212 .
