Soil - Structure Interaction Effects on the Bridge Isolation System

Hai Qing Liu; Ya Bing Wang

doi:10.4028/www.scientific.net/AMR.374-377.2375

Paper Titles

Support Uplift Analysis and Monitoring of a Steel-Concrete Composite Curved Pedestrian Bridge in the Course of Construction
p.2356

Experimental Research and Numerical Investigation of High-Strength Concrete Structure Strengthened with CFRP
p.2363

Research on the Spatial Effect of Double Row Piles Structure System in Deep Foundation
p.2367

A Study on the Simulation System of Landscape Lighting and the Luminance Perception
p.2371

Soil - Structure Interaction Effects on the Bridge Isolation System
p.2375

Comparison to Back Analysis Method for Thermal Conductivity of Rcc
p.2384

Comprehensive Evaluation Method Study of University Town Ecological Physical Environment (UTEPE)
p.2388

The Research of Project Financing Supply and Demand Condition about Construction Based on the Coordinate Development
p.2393

HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 374-377Soil - Structure Interaction Effects on the Bridge...

Soil - Structure Interaction Effects on the Bridge Isolation System

Abstract:

Isolation technology has been applied to bridges more than before, and soil-structure interaction on structural system is gradually attracted people's attention, but combine the two is also considered very few especially in the bridge. In this paper, we combine the two cases, and set up 3-D model by ANSYS, do comparative analysis in three cases. The first is no bearing and no soil-structure interaction, the second is with laminated rubber bearing but not considering the soil - structure interaction, and the last one is considering both laminated rubber bearing and soil - structure interaction. Ultimately it proves that soil - structure interaction on the structure does produce effects what can not be ignored.

You might also be interested in these eBooks

Sustainable Development of Urban Environment and Building Material

View Preview

Info:

Periodical:

Advanced Materials Research (Volumes 374-377)

Pages:

2375-2378

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.374-377.2375

Citation:

Cite this paper

Online since:

October 2011

Authors:

Hai Qing Liu, Ya Bing Wang

Keywords:

3D Model, Continuous Beam Bridge, Isolated System, Soil-Structure Interaction (SSI)

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

References

[1] Xiaohong Deng: Numerical Analysis of Bridge Pier Considering Soil-Structure Interaction, Southwest Jiaotong University (2006), In Chinese.

Google Scholar

[2] Guoxing Chen: J. Harbin Archit. & Civ. Eng. Inst. Vol. 27 (1994) P.11-18, In Chinese

Google Scholar

[3] Yanpeng He: The Dynamic Characteristic Research of Isolated Girder Bridge System under Earthquake Action, Dalian University of Technology (2010), In Chinese

Google Scholar

[4] Puyang Zhang and Jian Wang: Journal of Chongqing University (Naturel Science Edition, Vol. 30(2007), In Chinese

Google Scholar

[5] Huifa Chen and Lian Duan, in: Bridge Engineering Seismic Design, China Machine Press (2008), In Chinese

Google Scholar

[6] Aijun Ye and Lichu Fan, in: Bridge seismic, China Communications Press (2002), In Chinese

Google Scholar

[7] Jianzhong Li and Xuezhong Xin: EARTHQUAKE ENGINEERING AND ENGINEERING VIBRATION, Vol.18 (1998), In Chinese

Google Scholar

[8] Wei Li, in: ANSYS Civil Engineering Applications, China WaterPower Press (2007), In Chinese

Google Scholar