Quantitative Assessment Framework for the Postearthquake Traffic Flow Capacity of Bridges Based on the Loss Model of Vertical Load-Carrying Capacity-Reference-Cited by-同舟云学术

Quantitative Assessment Framework for the Postearthquake Traffic Flow Capacity of Bridges Based on the Loss Model of Vertical Load-Carrying Capacity

Published:2024-03 Issue:3 Volume:29 Page:
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Dong Huihui¹,Ma Rui²,Han Qiang³,Du Xiuli⁴

Affiliation:

1. Ph.D. Candidate, State Key Laboratory of Bridge Engineering Safety and Resilience, Beijing Univ. of Technology, Beijing 100124, China.

2. Master’s Candidate, State Key Laboratory of Bridge Engineering Safety and Resilience, Beijing Univ. of Technology, Beijing 100124, China.

3. Professor, State Key Laboratory of Bridge Engineering Safety and Resilience, Beijing Univ. of Technology, Beijing 100124, China (corresponding author).

4. Professor, State Key Laboratory of Bridge Engineering Safety and Resilience, Beijing Univ. of Technology, Beijing 100124, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Link

https://ascelibrary.org/doi/pdf/10.1061/JBENF2.BEENG-6418

Reference46 articles.

1. AASHTO. 2007. AASHTO LRFD bridge design specifications. Washington, DC: AASHTO.

2. A probabilistic framework to make a decision on the post-earthquake functionality of bridges considering the damage, residual displacement, and aftershock

3. Seismic fragility assessment of Chilean skewed highway bridges

4. Allin C. 2000. “Progress and challenges in seismic performance assessment.” PEER Center News 3 (2): 1–2.

5. Probabilistic Push-Over Analysis of Structural and Soil-Structure Systems

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