Study on Different Cable Configurations of Cable-Stayed Bridges Using Developed Seismic Risk Assessment

Author:

Akhoondzade-Noghabi Vahid1,Bargi Khosrow1

Affiliation:

1. School of Civil Engineering, University of Tehran, Tehran, Iran Contact:

Publisher

Informa UK Limited

Subject

Building and Construction,Civil and Structural Engineering

Reference9 articles.

1. Caltrans SDC.Caltrans Seismic Design Criteria Version 1.3California Department of Transportation: Sacramento, 2004.

2. Computers and Structures Inc. (CSI).SAP2000-Linear and Nonlinear Static and Dynamic Analysis and Design of Three-Dimensional Structures: Basic Analysis Reference Manual, CSI: Berkeley, 2005.

3. Aviram A, Mackie K, Stojadinovic B.Guidelines for Nonlinear Analysis of Bridge Structures in CaliforniaPacific Earthquake Engineering Research Center, University of California: Berkeley, 2008.

4. Tang M.Guidelines for the design of cable-stayed bridges, American Society of Civil Engineers (ASCE): New York, 1992.

5. Svensson H.Cable-Stayed Bridges: 40 Years of Experience Worldwide. John Wiley & Sons: New York, 2013.

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