In this paper the effects of the soil-structure interaction (SSI) on dynamic response of reinforced-concrete (RC) buildings of different heights are analyzed. Two 3D numerical models of 5 and 10-storey reinforced-concrete buildings founded on two different foundation types: plate and single foundations, lying on two types of soils: soft and stiff ones, are considered. Two types of the dynamic analysis are carried out: time history analysis and response spectrum method. The obtained results are compared. Ten earthquake records chosen for Belgrade site are used. The wave propagation in the soil is taken into account using the originally coded MATLAB program. The appropriate conclusions are derived according to the obtained results.
Source:
Zbornik radova / DGKS Društvo građevinskih konstruktera Srbije, 14. kongres, Novi Sad, 24-26. oktobar, 2014, 2014, 165-174
TY - CONF
AU - Petronijević, Mira
AU - Kovačević, Dragan
AU - Marjanović, Miroslav
AU - Radišić, Marko
AU - Marjanović, Miloš
PY - 2014
UR - http://grafar.grf.bg.ac.rs/handle/123456789/1162
AB - In this paper the effects of the soil-structure interaction (SSI) on dynamic response of reinforced-concrete (RC) buildings of different heights are analyzed. Two 3D numerical models of 5 and 10-storey reinforced-concrete buildings founded on two different foundation types: plate and single foundations, lying on two types of soils: soft and stiff ones, are considered. Two types of the dynamic analysis are carried out: time history analysis and response spectrum method. The obtained results are compared. Ten earthquake records chosen for Belgrade site are used. The wave propagation in the soil is taken into account using the originally coded MATLAB program. The appropriate conclusions are derived according to the obtained results.
PB - Društvo građevinskih konstruktera Srbije, Beograd
C3 - Zbornik radova / DGKS Društvo građevinskih konstruktera Srbije, 14. kongres, Novi Sad, 24-26. oktobar, 2014
T1 - Influence of soil-structure interaction on the seismic response of RC buildings
EP - 174
SP - 165
ER -
@conference{
author = "Petronijević, Mira and Kovačević, Dragan and Marjanović, Miroslav and Radišić, Marko and Marjanović, Miloš",
year = "2014",
url = "http://grafar.grf.bg.ac.rs/handle/123456789/1162",
abstract = "In this paper the effects of the soil-structure interaction (SSI) on dynamic response of reinforced-concrete (RC) buildings of different heights are analyzed. Two 3D numerical models of 5 and 10-storey reinforced-concrete buildings founded on two different foundation types: plate and single foundations, lying on two types of soils: soft and stiff ones, are considered. Two types of the dynamic analysis are carried out: time history analysis and response spectrum method. The obtained results are compared. Ten earthquake records chosen for Belgrade site are used. The wave propagation in the soil is taken into account using the originally coded MATLAB program. The appropriate conclusions are derived according to the obtained results.",
publisher = "Društvo građevinskih konstruktera Srbije, Beograd",
journal = "Zbornik radova / DGKS Društvo građevinskih konstruktera Srbije, 14. kongres, Novi Sad, 24-26. oktobar, 2014",
title = "Influence of soil-structure interaction on the seismic response of RC buildings",
pages = "174-165"
}
Petronijević M, Kovačević D, Marjanović M, Radišić M, Marjanović M. Influence of soil-structure interaction on the seismic response of RC buildings. Zbornik radova / DGKS Društvo građevinskih konstruktera Srbije, 14. kongres, Novi Sad, 24-26. oktobar, 2014. 2014;:165-174
Petronijević, M., Kovačević, D., Marjanović, M., Radišić, M.,& Marjanović, M. (2014). Influence of soil-structure interaction on the seismic response of RC buildings.
Zbornik radova / DGKS Društvo građevinskih konstruktera Srbije, 14. kongres, Novi Sad, 24-26. oktobar, 2014Društvo građevinskih konstruktera Srbije, Beograd., 165-174.
Petronijević Mira, Kovačević Dragan, Marjanović Miroslav, Radišić Marko, Marjanović Miloš, "Influence of soil-structure interaction on the seismic response of RC buildings" (2014):165-174
