Seismic Fragility Relationships of a Cable-Stayed Bridge Equipped with Response Modification Systems-Reference-Cited by-同舟云学术

Seismic Fragility Relationships of a Cable-Stayed Bridge Equipped with Response Modification Systems

Published:2014-08 Issue:8 Volume:19 Page:
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Barnawi Waleed T.¹,Dyke Shirley J.²

Affiliation:

1. Doctoral Student, Dept. of Industrial and Systems Engineering and Engineering Management, Univ. of Alabama, Huntsville, AL 35899 (corresponding author).

2. Professor, Dept. of Mechanical Engineering, Purdue Univ., West Lafayette, IN 47907.

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.1943-5592.0000468

Reference47 articles.

1. Benchmark structural control problem for a seismically excited highway bridge-Part I: Phase I Problem definition

2. Applications of Some Semiactive Control Systems to Benchmark Cable-Stayed Bridge

3. Efficient longitudinal seismic fragility assessment of multi-span continuous steel bridges on liquefiable soils;Aygün B.;J. Bridge Eng.,2010

4. Bai J. W. (2004). “Seismic fragility and retrofitting for a reinforced concrete flat-slab.” M.S. thesis Texas A&M Univ. College Station TX.

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