Fragility Evaluation of Bridge Pile Foundation Considering Scour Development under Floods-Reference-Cited by-同舟云学术

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Fragility Evaluation of Bridge Pile Foundation Considering Scour Development under Floods

Published:2024-08 Issue:8 Volume:29 Page:
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Zhang Daniu¹,Xiong Wen²^ORCID,Ma Xiaolong³,Cai C. S.⁴

Affiliation:

1. Ph.D. Student, Dept. of Bridge Engineering, School of Transportation, Southeast Univ., Nanjing 211189, China.

2. Professor, Dept. of Bridge Engineering, School of Transportation, Southeast Univ., Nanjing 211189, China (corresponding author). ORCID: .

3. Postdoctoral Fellow, Dept. of Bridge Engineering, School of Transportation, Southeast Univ., Nanjing 211189, China.

4. Professor, Dept. of Bridge Engineering, School of Transportation, Southeast Univ., Nanjing 211189, China; formerly, Professor, Dept. of Civil and Environmental Engineering, Louisiana State Univ., Baton Rouge, LA 70803.

Publisher

American Society of Civil Engineers (ASCE)

Link

https://ascelibrary.org/doi/pdf/10.1061/JBENF2.BEENG-6665

Reference45 articles.

1. AASHTO. 2002. Standard specifications for highway bridges. Washington, DC: AASHTO.

2. Simplified analysis of laterally loaded pile groups

3. Flood-fragility analysis of instream bridges – consideration of flow hydraulics, geotechnical uncertainties, and variable scour depth

4. Fragility functions for highway RC bridge under various flood scenarios

5. The Correlation Coefficient: An Overview

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