Influence of blocking ratio on hydrodynamic force on deep-water pier under earthquake

Author:

Zhang Hangyuan,Yang WanliORCID,Liu Dewen,Geng Xiaokun,Dai Wangyu,Zhang Yuzhi

Funder

National Key Research and Development Program of China

Fundamental Research Funds for the Central Universities

Sichuan Province Science and Technology Support Program

Publisher

Elsevier BV

Subject

Ocean Engineering,Environmental Engineering

Reference19 articles.

1. Numerical analysis of bridge piers under earthquakes considering pile‒soil interactions and water‒pier interactions;Chen;J. Ocean Eng.,2022

2. CFD investigation of the cap effects on wave loads on piles for the pile-cap foundation;Deng;Ocean Eng.,2019

3. Underwater shaking table tests on bridge pier under combined earthquake and wave-current action;Ding;Mar. Struct.,2018

4. The Shaking Table Test for the Model of Submerged Bridge Pier Structures;Han,2011

5. The shaking table test for submerged bridge pier;Lai;J. Tongji Univ. Nat. Sci.,2004

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