Double deck bridge behavior and failure mechanism under seismic motions using nonlinear analyzes

Author:

Alali Shirin,Li Jianzhong,Guo Guanzhong

Publisher

Springer Science and Business Media LLC

Subject

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

Reference20 articles.

1. Ady A, Mackie RK and Božidar S (2008), “Guidelines for Nonlinear Analysis of Bridge Structures in California,” PEER Report 2008/03, Pacific Earthquake Engineering Research Centre, College of Engineering, University of California, Berkeley.

2. AASHTO (2004), Standard Specifications for Highway Bridges, American Association of State Highway and Transportation Officials Inc, Washington, DC.

3. California Department of Transportation (CALTRANS) Seismic Design Criteria: Version 1. 2. Str. 121, December, 2001.

4. EERI, Earthquake Engineering Research Institute (1989), Loma Prieta Earthquake October 17, 1989, Preliminary Reconnaissance Report, E.E.R.I.89-03, November.

5. Eberhard MO, De la Colina J and Ryter SW (1995), “Seismic Vulnerability of the Alaskan way Viaduct” WSDOT Typical Unit Report No.WA-RD363.1. Washington State Department of Transportation, Olympia, Wa.

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