A time domain discrete-module-beam-bending-based hydroelasticity method for the transient response of very large floating structures under unsteady external loads-Reference-Cited by-同舟云学术

A time domain discrete-module-beam-bending-based hydroelasticity method for the transient response of very large floating structures under unsteady external loads

Published:2018-09 Issue: Volume:164 Page:332-349
ISSN:0029-8018
Container-title:Ocean Engineering
language:en
Short-container-title:Ocean Engineering

Author:

Zhang Xiantao,Lu Da,Gao Yun,Chen Lifen

Funder

National Science Foundation of China

National Foundation for Studying Abroad

Publisher

Elsevier BV

Subject

Ocean Engineering,Environmental Engineering

Reference44 articles.

1. Hydroelasticity of Ships;Bishop,1979

2. Direct time domain numerical analysis of transient behavior of a VLFS during unsteady external loads in wave condition;Cheng,2014

3. The Impulse Response Function and Ship Motions (No. DTMB-1661);Cummins,1962

4. Elastic responses of a flotation ring in water waves;Dong;J. Fluid Struct.,2010

5. Wet or Dry Modes in Linear Hydroelasticity–why Modes;Eatock Taylor,2003

Cited by 33 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. A discrete-module-beam hydroelasticity method with finite element theory in analyzing VLFS in different engineering scenarios;Ocean Engineering;2024-09

2. A frequency-domain hydroelastic analysis of a membrane-based offshore floating photovoltaic platform in regular waves;Journal of Fluids and Structures;2024-06

3. Coupled analysis between catenary mooring and VLFS with structural hydroelasticity in waves;Marine Structures;2024-01

4. Hydroelastic analysis of offshore floating photovoltaic based on frequency-domain model;Ocean Engineering;2023-12

5. Hydrodynamic analysis of a floating platform coupled with an array of oscillating bodies;Ocean Engineering;2023-11