Effect of abutment modeling on the seismic response of bridge structures

Author:

Aviram Ady,Mackie Kevin R.,Stojadinovic Bozidar

Publisher

Springer Science and Business Media LLC

Subject

Mechanical Engineering,Geotechnical Engineering and Engineering Geology,Building and Construction,Civil and Structural Engineering

Reference14 articles.

1. Aviram A, Mackie K and Stojadinovic B (2008), “Guidelines for Nonlinear Analysis of Bridge Structures in California,” Technical Report 2008/03, Pacific Earthquake Engineering Research Center, University of California, Berkeley.

2. Caltrans SDC (2004), Caltrans Seismic Design Criteria version 1.3, California Department of Transportation, Sacramento, Califronia.

3. CSI (2005), Linear and Nonlinear Static and Dynamic Analysis and Design of Three-dimensional Structures: Basic Analysis Reference Manual, Computers and Structures, Inc. Berkeley, California.

4. Kotsoglu A and Pantazopoulou S (2006), “Modeling of Embankment Flexibility and Soil-structure Interaction in Integral Bridges,” Proceedings of First European Conference on Earthquake Engineering and Seismology, September 3–8, 2006, Geneva, Switzerland.

5. Lam I and Martin GR (1986), Seismic Design of Highway Bridge Foundations, U.S. Dept. of Transportation, Federal Highway Administration, Research, Development, and Technology.

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