Numerical Approach of Interaction between Wave and Flexible Bridge Pier with Arbitrary Cross Section Based on Boundary Element Method-Reference-Cited by-同舟云学术

Numerical Approach of Interaction between Wave and Flexible Bridge Pier with Arbitrary Cross Section Based on Boundary Element Method

Published:2020-11 Issue:11 Volume:25 Page:04020095
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Ti Zilong¹,Li Yongle²^ORCID,Qin Shunquan³

Affiliation:

1. Assistant Professor, Dept. of Bridge Engineering, Southwest Jiaotong Univ., Chengdu 610031, China.

2. Professor, Dept. of Bridge Engineering, Southwest Jiaotong Univ., Chengdu 610031, China (corresponding author). ORCID: .

3. Chairman, China Railway Major Bridge Reconnaissance & Design Institute Co., Ltd., Wuhan 430050, China; Professor, Dept. of Bridge Engineering, Southwest Jiaotong Univ., Chengdu 610031, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29BE.1943-5592.0001628

Reference41 articles.

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4. Computations of linear and nonlinear ship waves by higher-order boundary element method;Chen X.;Ocean Eng.,2016

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