An integrated model for offshore wind turbine monopile in porous seabed under multi-directional seismic excitations-Reference-Cited by-同舟云学术

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An integrated model for offshore wind turbine monopile in porous seabed under multi-directional seismic excitations

Published:2023-10 Issue: Volume:285 Page:115250
ISSN:0029-8018
Container-title:Ocean Engineering
language:en
Short-container-title:Ocean Engineering

Author:

Xu Ling-Yu,Song Cheng-Xiang,Cai Fei,Chen Wei-Yun,Xue Ying-Ying,Chen Guo-Xing

Funder

Ministry of Education of the People's Republic of China

Natural Science Foundation of Jiangsu Province

National Natural Science Foundation of China

Publisher

Elsevier BV

Subject

Ocean Engineering,Environmental Engineering

Reference66 articles.

1. Theory and modeling guide;Report ARD,2010

2. Design of monopiles for offshore and nearshore wind turbines in seismically liquefiable soils: methodology and validation;Amani;Soil Dynam. Earthq. Eng.,2022

3. Effects of seawater-structure-soil interaction on seismic performance of caisson-type quay wall;Arablouei;Comput. Struct.,2011

4. Seismic response analysis of the reef-seawater system under obliquely incident P and SV waves;Bao;Ocean Eng.,2020

5. Design of Foundations for Offshore Wind Turbines;Bhattacharya,2018

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1. Investigating the influence of an approach bridge on a pile-supported wharf at a liquefiable site under horizontal and vertical seismic excitations;Soil Dynamics and Earthquake Engineering;2024-10

2. Wave-induced liquefaction analysis of mildly sloping sandy seabed;Soil Dynamics and Earthquake Engineering;2024-10

3. A numerical model for assessing the effect of low clay content on wave-induced seabed liquefaction;Construction and Building Materials;2024-10

4. Effects of seabed flexibility on the seismic responses of offshore piles considering water-pile-soil interaction;Ocean Engineering;2024-09

5. Dynamic response of pipelines buried in clay-over-sand sloping seabed under wave loading;Applied Ocean Research;2024-08

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