In this paper the parametric dynamic analysis of the Danube river bridge “Beska” is presented. The scope of this investigation is to analyze the effects of soil-structure interaction (SSI) and asynchronous earthquake excitations on dynamic response of a long bridge. Dynamic analysis was carried out using the computer program SAP2000, considering four real earthquake records and four different bridge models. For numerical model the recommendations of the Caltrans Bridge Design Practice were taken. The analysis was performed for fixed-base and flexible-base structure (SSI). The influence of asynchronous support motions was analyzed. The descriptions of the cases studded as well as the results analysis are presented.
Keywords:
analysis of a long bridge / soil-structure-interaction / asynchronous support excitations
Source:
Naučno-stručno međunarodno savetovanje Zemljotresno inženjerstvo i inženjerska seizmologija, Divčibare, 2012
TY - CONF
AU - Petronijević, Mira
AU - Nefovska-Danilović, Marija
AU - Tomović, Ivan
PY - 2012
UR - https://grafar.grf.bg.ac.rs/handle/123456789/2846
AB - In this paper the parametric dynamic analysis of the Danube river bridge “Beska” is presented. The scope of this investigation is to analyze the effects of soil-structure interaction (SSI) and asynchronous earthquake excitations on dynamic response of a long bridge. Dynamic analysis was carried out using the computer program SAP2000, considering four real earthquake records and four different bridge models. For numerical model the recommendations of the Caltrans Bridge Design Practice were taken. The analysis was performed for fixed-base and flexible-base structure (SSI). The influence of asynchronous support motions was analyzed. The descriptions of the cases studded as well as the results analysis are presented.
C3 - Naučno-stručno međunarodno savetovanje Zemljotresno inženjerstvo i inženjerska seizmologija, Divčibare
T1 - Influence of soil-structure-interaction on dynamic response of a long bridge
UR - https://hdl.handle.net/21.15107/rcub_grafar_2846
ER -
@conference{
author = "Petronijević, Mira and Nefovska-Danilović, Marija and Tomović, Ivan",
year = "2012",
abstract = "In this paper the parametric dynamic analysis of the Danube river bridge “Beska” is presented. The scope of this investigation is to analyze the effects of soil-structure interaction (SSI) and asynchronous earthquake excitations on dynamic response of a long bridge. Dynamic analysis was carried out using the computer program SAP2000, considering four real earthquake records and four different bridge models. For numerical model the recommendations of the Caltrans Bridge Design Practice were taken. The analysis was performed for fixed-base and flexible-base structure (SSI). The influence of asynchronous support motions was analyzed. The descriptions of the cases studded as well as the results analysis are presented.",
journal = "Naučno-stručno međunarodno savetovanje Zemljotresno inženjerstvo i inženjerska seizmologija, Divčibare",
title = "Influence of soil-structure-interaction on dynamic response of a long bridge",
url = "https://hdl.handle.net/21.15107/rcub_grafar_2846"
}
Petronijević, M., Nefovska-Danilović, M.,& Tomović, I.. (2012). Influence of soil-structure-interaction on dynamic response of a long bridge. in Naučno-stručno međunarodno savetovanje Zemljotresno inženjerstvo i inženjerska seizmologija, Divčibare.
https://hdl.handle.net/21.15107/rcub_grafar_2846
Petronijević M, Nefovska-Danilović M, Tomović I. Influence of soil-structure-interaction on dynamic response of a long bridge. in Naučno-stručno međunarodno savetovanje Zemljotresno inženjerstvo i inženjerska seizmologija, Divčibare. 2012;.
https://hdl.handle.net/21.15107/rcub_grafar_2846 .
Petronijević, Mira, Nefovska-Danilović, Marija, Tomović, Ivan, "Influence of soil-structure-interaction on dynamic response of a long bridge" in Naučno-stručno međunarodno savetovanje Zemljotresno inženjerstvo i inženjerska seizmologija, Divčibare (2012),
https://hdl.handle.net/21.15107/rcub_grafar_2846 .
