Sustainability and Resilience Assessment of a Reinforced Concrete Bridge Subjected to Liquefaction-Induced Lateral Spreading-Reference-Cited by-同舟云学术

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Sustainability and Resilience Assessment of a Reinforced Concrete Bridge Subjected to Liquefaction-Induced Lateral Spreading

Published:2024-04 Issue:4 Volume:150 Page:
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Qiu Zhijian¹,Prabhakaran Athul²^ORCID,Lu Jinchi³,Elgamal Ahmed⁴^ORCID,Zheng Yewei⁵^ORCID

Affiliation:

1. Assistant Professor, Fujian Key Laboratory of Digital Simulations for Coastal Civil Engineering, Dept. of Civil Engineering, Xiamen Univ., Xiamen, Fujian 361005, China.

2. Engineer II, Structural Integrity Associates, 5215 Hellyer Ave., San Jose, CA 95138. ORCID: .

3. Senior Geotechnical Engineer, Fugro, 1777 Botelho Dr., Walnut Creek, CA 94596.

4. Professor, Dept. of Structural Engineering, Univ. of California, San Diego, La Jolla, CA 92093. ORCID: .

5. Professor, School of Civil Engineering, Wuhan Univ., Wuhan, Hubei 430072, China (corresponding author). ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Link

https://ascelibrary.org/doi/pdf/10.1061/JGGEFK.GTENG-11332

Reference79 articles.

1. MSBridge: OpenSees pushover and earthquake analysis of multi-span bridges-user manual;Almutairi A.;SSRP,2018

2. Almutairi A. S. 2019. “Seismic response and performance-based assessment of multi-span bridge-ground systems.” Ph.D. thesis Dept. of Civil Engineering Univ. of California San Diego.

3. Effect of abutment modeling on the seismic response of bridge structures

4. Case study of lateral spreading forces on a piled foundation

5. From Global Warming to Sustainable Transport 1989–2006

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