Hybrid Simulation of Bridge Response to Three-Dimensional Earthquake Excitation Followed by Truck Load-Reference-Cited by-同舟云学术

Hybrid Simulation of Bridge Response to Three-Dimensional Earthquake Excitation Followed by Truck Load

Published:2014-08 Issue:8 Volume:140 Page:
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Terzic Vesna¹,Stojadinovic Bozidar²

Affiliation:

1. Postdoctoral Scholar, Pacific Earthquake Engineering Research Center, Dept. of Civil and Environmental Engineering, Univ. of California Berkeley, Berkeley, CA 94720-1792 (corresponding author).

2. Professor, Chair of Structural Dynamics and Earthquake Engineering, Dept. of Civil, Environmental and Geomatic Engineering, Swiss Federal Institute of Technology (ETH) Zurich, 8093 Zurich, Switzerland.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29ST.1943-541X.0000913

Reference14 articles.

1. Caltrans. (2004). Bridge design specifications State of California Dept. of Transportation CA.

2. Caltrans. (2006). Seismic design criteria State of California Dept. of Transportation CA.

3. Flexural members with confined concrete;Kent D. C.;J. Struct. Eng.,1971

4. Ketchum M. Chang V. and Shantz T. (2004). “Influence of design ground motion level on highway bridge costs.” Rep. PEER 6D01 Pacific Earthquake Engineering Research Center Univ. of California Berkeley CA.

5. Mackie K. Wong J. M. and Stojadinovic B. (2007). “Integrated probabilistic performance-based evaluation of benchmark reinforced concrete bridges.” Rep. PEER 2007/09 Pacific Earthquake Engineering Research Center Univ. of California Berkeley CA.

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