Probabilistic Postearthquake Vertical Load-Carrying Capacity Loss Model and Rapid Functionality Assessment for Reinforced Concrete Circular Bridge Columns

Author:

Zhou Lianxu1ORCID,Alam M. Shahria2ORCID,Ye Aijun3

Affiliation:

1. State Key Laboratory of Disaster Reduction in Civil Engineering, Tongji Univ., Shanghai 200092, China; Postdoctoral Research Fellow, School of Engineering, Univ. of British Columbia, Kelowna, BC, Canada V1V 1V7. ORCID: .

2. Professor and Tier-1 Principal’s Research Chair in Resilient and Green Infrastructure, School of Engineering, Univ. of British Columbia, Kelowna, BC, Canada V1V 1V7. ORCID: .

3. Professor, State Key Laboratory of Disaster Reduction in Civil Engineering, Tongji Univ., Shanghai 200092, China (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Reference62 articles.

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

2. Ancheta T. D. et al. 2012. “PEER NGA-West2 database: A database of ground motions recorded in shallow crustal earthquakes in active tectonic.” In Proc. 15th World Conf. on Earthquake Engineering. Lisbon Portugal: Sociedade Portuguesa de Engenharia Sismica.

3. Aviram, A., K. Mackie, and B. Stojadinovic. 2008. Guidelines of nonlinear analysis of bridge structures in California. Berkeley, CA: Univ. of California.

4. Baker, J. W., T. Lin, and S. K. Shahi. 2011. New ground motion selection procedures and selected motions for the peer transportation research program. Berkeley, CA: Pacific Earthquake Engineering Research Center.

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

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