A Self-Centering Seismic Design for Bridge with Pile-Cap Foundation

Hao Lin Yang; Xin Zhi Dang; Wan Cheng Yuan; De Qin Song

doi:10.4028/www.scientific.net/AMR.743.155

Paper Titles

FEM Analysis of Bi-Prestressed Concrete Beam
p.138

Structure Analysis of Large Steel Crude Oil Tank under the Planar Inclined Foundation
p.142

Experimental Investigation on Composite Seismic Isolation System
p.146

Design and Construction of Plot 0 Wide-Span Cantilever Beam Support
p.150

A Self-Centering Seismic Design for Bridge with Pile-Cap Foundation
p.155

Brief Introduction of Structural Design for Lijiang Sports Center Stadium
p.159

Steel and Steel-Concrete Composite Columns of HEA-Cross-Sections with Member Imperfections, Subjected to Buckling Compression
p.164

Thin-Walled Cold-Formed Steel Beams with Holes in Lateral Flexural-Torsional Buckling
p.170

Preparation of ZnFe₂O₄ Nanometer Powders by Sol-Gel Method and Research about its Electrochemical Performance
p.179

HomeAdvanced Materials ResearchAdvanced Materials Research Vol. 743A Self-Centering Seismic Design for Bridge with...

A Self-Centering Seismic Design for Bridge with Pile-Cap Foundation

Abstract:

In this paper, an alternative aseismic system for bridge with pile-cap foundation called a separated pile-cap with proper material set in the gap layer was proposed. To simulate the system, a 3-dimensional finite element model for a continuous beam bridge was built. The seismic responses of the model, including behavior of the restrainer, moment at the bottom of the pier and pullout force of the piles with different restrainer lengths under 3 longitudinal artificial earthquake waves were analyzed. The results show that this system can reduce the seismic response significantly.

You might also be interested in these eBooks

Building Materials and Structural Engineering II

View Preview

Info:

Periodical:

Advanced Materials Research (Volume 743)

Pages:

155-158

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.743.155

Citation:

Cite this paper

Online since:

August 2013

Authors:

Hao Lin Yang, Xin Zhi Dang, Wan Cheng Yuan, De Qin Song

Keywords:

Pile-Cap, Rocking, Seismic Design, Self-Centering

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

References

[1] G.W. Housner, The behavior of inverted pendulum structures during earthquakes, Bulletin of the Seismological Society of America, Vol. 53(1963): 403-417.

DOI: 10.1785/bssa0530020403

Google Scholar

[2] M.P. Enull, K. Kawashima, Rocking isolation of a typical bridge pier on spread foundation, Journal of Earthquake Engineering, Vol. 9, Special Issue 2(2005): 395-414.

DOI: 10.1142/s1363246905002456

Google Scholar

[3] C.T. Cheng, Shaking table tests of a self-centering designed bridge substructure, Engineering Structures, Vol. 30(2008): 3426-3433.

DOI: 10.1016/j.engstruct.2008.05.017

Google Scholar