Experimental study on wave-induced loads and nonlinear effects for pier-pile group foundations of sea-crossing bridges: Wave slamming and suction effect-Reference-Cited by-同舟云学术

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Experimental study on wave-induced loads and nonlinear effects for pier-pile group foundations of sea-crossing bridges: Wave slamming and suction effect

Published:2024-09 Issue: Volume:192 Page:104567
ISSN:0378-3839
Container-title:Coastal Engineering
language:en
Short-container-title:Coastal Engineering

Author:

Wang Zhenguo^ORCID,Wang Wei,Qiu Wenliang,Jiang Meng

Publisher

Elsevier BV

Reference74 articles.

1. Wave impact on rigid and flexible plates;Attili;Coast. Eng.,2023

2. Scaling approaches and scale effects in wave–flexible structure interaction;Attili;J. Fluids Struct.,2023

3. Wave impact underneath horizontal decks;Baarholm;J. Mar. Sci. Technol.,2004

4. Development of a Guideline for Estimating Tsunami Forces on Bridge Superstructures;Boon-intra,2010

5. Kernel density estimation via diffusion;Botev;Ann. Stat.,2010

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