This paper deals with the effects of soil-structure interaction (SSI) on the displacement capacity of multi-span RC bridge founded on shallow foundations. Modal pushover analyses are carried out in transverse direction. Target displacement of the monitoring point is calculated using N2 method The SSI is considered through boundary springs according to NEHPR Two different soil properties are considered according to EN1998-1. Analyses are carried out using SAP2OOO, considering fixed- and flexible-base models. The obtained results are discussed.
Source:
Zbornik radova sa nacionalnog kongresa DGKS / Društvо građevinskih konstruktera Srbije, 15. kongres, 6-8. septembar 2018, Zlatibor, 2018, 166-175
TY - CONF
AU - Marjanović, Miroslav
AU - Petronijević, Mira
PY - 2018
UR - https://grafar.grf.bg.ac.rs/handle/123456789/1590
AB - This paper deals with the effects of soil-structure interaction (SSI) on the displacement capacity of multi-span RC bridge founded on shallow foundations. Modal pushover analyses are carried out in transverse direction. Target displacement of the monitoring point is calculated using N2 method The SSI is considered through boundary springs according to NEHPR Two different soil properties are considered according to EN1998-1. Analyses are carried out using SAP2OOO, considering fixed- and flexible-base models. The obtained results are discussed.
PB - Društvo građevinskih konstruktera Srbije, Beograd
C3 - Zbornik radova sa nacionalnog kongresa DGKS / Društvо građevinskih konstruktera Srbije, 15. kongres, 6-8. septembar 2018, Zlatibor
T1 - Pushover analysis of bridges including soil-structure interaction effects
EP - 175
SP - 166
UR - https://hdl.handle.net/21.15107/rcub_grafar_1590
ER -
@conference{
author = "Marjanović, Miroslav and Petronijević, Mira",
year = "2018",
abstract = "This paper deals with the effects of soil-structure interaction (SSI) on the displacement capacity of multi-span RC bridge founded on shallow foundations. Modal pushover analyses are carried out in transverse direction. Target displacement of the monitoring point is calculated using N2 method The SSI is considered through boundary springs according to NEHPR Two different soil properties are considered according to EN1998-1. Analyses are carried out using SAP2OOO, considering fixed- and flexible-base models. The obtained results are discussed.",
publisher = "Društvo građevinskih konstruktera Srbije, Beograd",
journal = "Zbornik radova sa nacionalnog kongresa DGKS / Društvо građevinskih konstruktera Srbije, 15. kongres, 6-8. septembar 2018, Zlatibor",
title = "Pushover analysis of bridges including soil-structure interaction effects",
pages = "175-166",
url = "https://hdl.handle.net/21.15107/rcub_grafar_1590"
}
Marjanović, M.,& Petronijević, M.. (2018). Pushover analysis of bridges including soil-structure interaction effects. in Zbornik radova sa nacionalnog kongresa DGKS / Društvо građevinskih konstruktera Srbije, 15. kongres, 6-8. septembar 2018, Zlatibor
Društvo građevinskih konstruktera Srbije, Beograd., 166-175.
https://hdl.handle.net/21.15107/rcub_grafar_1590
Marjanović M, Petronijević M. Pushover analysis of bridges including soil-structure interaction effects. in Zbornik radova sa nacionalnog kongresa DGKS / Društvо građevinskih konstruktera Srbije, 15. kongres, 6-8. septembar 2018, Zlatibor. 2018;:166-175.
https://hdl.handle.net/21.15107/rcub_grafar_1590 .
Marjanović, Miroslav, Petronijević, Mira, "Pushover analysis of bridges including soil-structure interaction effects" in Zbornik radova sa nacionalnog kongresa DGKS / Društvо građevinskih konstruktera Srbije, 15. kongres, 6-8. septembar 2018, Zlatibor (2018):166-175,
https://hdl.handle.net/21.15107/rcub_grafar_1590 .
