Comparative Seismic Fragility Assessment of an Existing Isolated Continuous Bridge Retrofitted with Different Energy Dissipation Devices-Reference-Cited by-同舟云学术

Comparative Seismic Fragility Assessment of an Existing Isolated Continuous Bridge Retrofitted with Different Energy Dissipation Devices

Published:2019-08 Issue:8 Volume:24 Page:04019070
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Xiang Nailiang¹,Alam M. Shahria²^ORCID

Affiliation:

1. Assistant Professor, Dept. of Civil Engineering, Nagoya Institute of Technology, Gokiso-cho, Showa-ku, Nagoya 466-8555, Japan; formerly, Postdoctoral Research Fellow, School of Engineering, Univ. of British Columbia, Kelowna, BC V1V 1V7, Canada.

2. Associate Professor, School of Engineering, Univ. of British Columbia, Kelowna, BC V1V 1V7, Canada (corresponding author). ORCID: .

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.1943-5592.0001425

Reference53 articles.

1. Multiaxial Behaviors of Laminated Rubber Bearings and Their Modeling. I: Experimental Study

2. Seismic Fragility of Retrofitted Multispan Continuous Steel Bridges in New York

3. Seismic fragility assessment of SMA-bar restrained multi-span continuous highway bridge isolated by different laminated rubber bearings in medium to strong seismic risk zones

4. Utilizing shape memory alloys to enhance the performance and safety of civil infrastructure: a review

5. Unseating prevention for multiple frame bridges using superelastic devices

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