Effects of Pounding and Skewness on Seismic Responses of Typical Multispan Highway Bridges Using the Fragility Function Method-Reference-Cited by-同舟云学术

Effects of Pounding and Skewness on Seismic Responses of Typical Multispan Highway Bridges Using the Fragility Function Method

Published:2013-06 Issue:6 Volume:18 Page:499-515
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Huo Yili¹,Zhang Jian²

Affiliation:

1. Software Research Engineer I, Bentley Systems Inc., 2744 Loker Ave. West, Suite 103, Carlsbad, CA 92010; formerly, Ph.D. Student, Dept. of Civil and Environmental Engineering, Univ. of California, Los Angeles, CA 90095.

2. Associate Professor, Dept. of Civil and Environmental Engineering, Univ. of California, Los Angeles, CA 90095 (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29BE.1943-5592.0000414

Reference38 articles.

1. Bridge Engineering

2. Seismic fragility of typical bridges in moderate seismic zones

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