Investigation into the relationship between wave forces and characteristic velocity during wave impact on the deck structures-Reference-Cited by-同舟云学术

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Investigation into the relationship between wave forces and characteristic velocity during wave impact on the deck structures

Published:2024-10 Issue: Volume:309 Page:118403
ISSN:0029-8018
Container-title:Ocean Engineering
language:en
Short-container-title:Ocean Engineering

Author:

Fei Lixuan,Fang Qinghe,Liu Jiabin,Guo Anxin^ORCID

Publisher

Elsevier BV

Reference49 articles.

1. Wave force on protected submarine pipelines over porous and impermeable beds using SPH numerical model;Akbari;Appl. Ocean Res.,2020

2. Validation of pressure-impulse theory for standing wave impact loading on vertical hydraulic structures with short overhangs;Almeida;Coast Eng.,2020

3. Experimental setup for a large-scale bridge superstructure model subjected to waves;Bradner;J. Waterw. Port, Coast. Ocean Eng.,2011

4. Violent breaking wave impacts. Part 1: results from large-scale regular wave tests on vertical and sloping walls;Bullock;Coast Eng.,2007

5. Use of impulses to determine the reaction force of a hydraulic structure with an overhang due to wave impact;Chen;Coast Eng.,2019

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