Seismic Analysis of High Pier Three-Span Continuous Bridge

Xun Wu; Yong Lan Zhang

doi:10.4028/www.scientific.net/AMM.744-746.890

Paper Titles

Research for the Structure System of Curved Wide Extra-Dosed Cable-Stayed Bridge
p.864

An Evaluation Method of Structural Redundancy under Earthquake Action
p.873

An Improved Stochastic Finite-Fault Method Based on Energy
p.878

Influence of Spatial Variability of Seismic Shock on Steel Hall with Experimentally Determined Elasto-Plastic Parameters of Steel Material
p.884

Seismic Analysis of High Pier Three-Span Continuous Bridge
p.890

Seismic Hazard Assessment of Hengshui Area by the Modified Stochastic Finite Fault Modeling
p.894

Seismic Performance of Reinforced Concrete Bridge Including Effect of Vertical Motion
p.898

Seismic Performance of the Masonry Buildings with Frame at the Bottom Equipped with the New Hybrid Damper
p.905

Seismic Response Analysis of Liaocheng Guangyue Tower
p.911

HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 744-746Seismic Analysis of High Pier Three-Span...

Seismic Analysis of High Pier Three-Span Continuous Bridge

Abstract:

In this paper, SAP2000 and ANSYS software are used to modeling and analysis athree-span continuous beam bridge with high piers case study.By using differentbearing types and combinations to form different options, create two finiteelement models.Analysis dynamic characteristics ,elastic response spectra,linear time history and nonlinear time history .And focus on comparing dynamiccharacteristics of the earthquake response of the two programs .Running outputdata processing and comparison results show that the application of thedifferent parameters of the rational combination of rubber bearing basin bridgearrangement has better seismic performance.

You might also be interested in these eBooks

Advances in Civil Engineering and Transportation IV

View Preview

Info:

Periodical:

Applied Mechanics and Materials (Volumes 744-746)

Pages:

890-893

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.744-746.890

Citation:

Cite this paper

Online since:

March 2015

Authors:

Xun Wu*, Yong Lan Zhang

Keywords:

Bridge Bearings, Continuous Bridge, Sap2000, Seismic Analysis

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

* - Corresponding Author

References

[1] Lichu Fan, Bridge seismic design theory and application, Tongji University Press, Shanghai, (1997).

Google Scholar

[2] Junsheng Zhuang , Bridge bearings, China Railway Publishing House, Beijing, (2008).

Google Scholar

[3] Ray Clough, Joseph Penzien, Dynamics of Structures, 3rd Edition Clough, Higher Education Press.

Google Scholar

[4] Beijing Civil Engineering Software Technologies Ltd., China Institute of Building Standard Design, SAP2000 Chinese version Usage Guidelines, China Communications Press, Beijing, (2006).

DOI: 10.18057/icass2018.p.135

Google Scholar

[5] Priestley M J N, Calvi G M, Kowalsky M J. Displacement-based Seismic Design of Structures. IUSS Press, (2007).

Google Scholar