Dynamic analysis of Jack-up platform structure in environment loads

Conference Paper

Title: Dynamic analysis of Jack-up platform structure in environment loads

Author:

Do, H.; Chen, J.; Quan, P.

Publication Date:

September 9, 2018

Event Name:

4th Asian Wave and Tidal Energy Conference (AWTEC)

Event Location:

Taipei, Taiwan

Publisher:

AWTEC

Affiliation:

Ho Chi Minh City University of Technology

Technology:

Current, Wave

Engineering:

Substructure

Document Access

Attachment:

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Citation

Do, H.; Chen, J.; Quan, P. (2018). Dynamic analysis of Jack-up platform structure in environment loads. Paper presented at 4th Asian Wave and Tidal Energy Conference (AWTEC), Taipei, Taiwan.

@conference{Do-2018-4161,
author = {Do, H and Chen, J and Quan, P},
title = {Dynamic analysis of Jack-up platform structure in environment loads},
year = {2018},
month = {sep},
series = {4th Asian Wave and Tidal Energy Conference (AWTEC)},
address = {Taipei, Taiwan},
publisher = {AWTEC},
keywords = {Current, Wave, Substructure},
}

Export Citation to BibTex

TY - CONF
TI - Dynamic analysis of Jack-up platform structure in environment loads
AU - Do, H
AU - Chen, J
AU - Quan, P
T2 - 4th Asian Wave and Tidal Energy Conference (AWTEC)
C1 - Taipei, Taiwan
AB - A jack-up platform is subjected to complicated loads such as wave, wind and currents. The aim of present paper is to study the effect of environment conditions on jack-up platform structures. A simple finite element model under both regular and irregular wave loads is analysed. The obtained results describe dynamic response of structures and structural capacity when operating at different depths.
DA - 2018/09//
PY - 2018
PB - AWTEC
LA - English
KW - Current
KW - Wave
KW - Substructure
ER -

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Abstract

A jack-up platform is subjected to complicated loads such as wave, wind and currents. The aim of present paper is to study the effect of environment conditions on jack-up platform structures. A simple finite element model under both regular and irregular wave loads is analysed. The obtained results describe dynamic response of structures and structural capacity when operating at different depths.