Probabilistic Seismic Assessment of Multiframe Concrete Box-Girder Bridges with Unequal-Height Piers

Author:

Abbasi Mohammad1,Zakeri Behzad2,Amiri Gholamreza Ghodrati3

Affiliation:

1. Graduate Research Assistant, School of Civil Engineering, Iran Univ. of Science and Technology, P.O. Box 16765-163, Narmak, 16846 Tehran, Iran (corresponding author).

2. Research Associate, School of Civil Engineering, Iran Univ. of Science and Technology, P.O. Box 16765-163, Narmak, 16846 Tehran, Iran.

3. Professor, Center of Excellence for Fundamental Studies in Structural Engineering, School of Civil Engineering, Iran Univ. of Science and Technology, Tehran, Iran.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Civil and Structural Engineering

Reference41 articles.

1. AASHTO. (1998). LRFD bridge design specifications Washington DC.

2. Ayyub B. M. and Lai K. L. (1989). “Structural reliability assessment using Latin hypercube sampling.” Proc. ICOSSAR’89 the 5th Int. Conf. on Structural Safety and Reliability Part II ASCE San Francisco.

3. Baker J. W. Ling T. Shahi S. K. and Jayaram N. (2011). “New ground motion selection procedures and selected motions for the PEER transportation research program.” Draft Rep. Pacific Earthquake Engineering Research Center Univ. of California Berkeley CA.

4. Dynamic Analysis

5. Caltrans. (2007). “Reinforced concrete bridge capacity assessment training manual.” Structure Maintenance and Investigation California Dept. of Transportation Sacramento CA.

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