Ductile Behavior of Scoured RC Pile-Group Foundations for Bridges in Cohesionless Soils: Parametric Incremental Dynamic Analysis-Reference-Cited by-同舟云学术

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Ductile Behavior of Scoured RC Pile-Group Foundations for Bridges in Cohesionless Soils: Parametric Incremental Dynamic Analysis

Published:2023-09 Issue:9 Volume:28 Page:
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Wang Jingcheng¹,Wang Xiaowei²^ORCID,Ye Aijun³

Affiliation:

1. Ph.D. Candidate, Dept. of Bridge Engineering, Tongji Univ., Shanghai 200092, China.

2. Associate Professor, State Key Laboratory of Disaster Reduction in Civil Engineering, Tongji Univ., Shanghai 200092, China. 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)

Subject

Building and Construction,Civil and Structural Engineering

Link

https://ascelibrary.org/doi/pdf/10.1061/JBENF2.BEENG-5942

Cited by 3 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Local scour effects on seismic behavior of pile-group foundations in cohesionless soils: Insights from quasi-static tests;Ocean Engineering;2024-11

2. Quasi-static tests and numerical simulations of ductile seismic behavior for scoured bridge pile group foundations considering pile uplift;Ocean Engineering;2023-12

3. Quantifying Easy-to-Repair Displacement Ductility and Lateral Strength of Scoured Bridge Pile Group Foundations in Cohesionless Soils: A Classification–Regression Combination Surrogate Model;Journal of Bridge Engineering;2023-11

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