Seismic response of 4-legged fixed offshore structure in Malaysia due to surrounding earthquake

Fixed offshore structure in Malaysia region are placing more emphasis on wind and wave effects analysis rather than seismic effect. However, Malaysia actually experienced tremors due to the earthquakes occurred in the neighbouring countries. Thus, the main objective of this study is tantamount to in...

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Main Author: Hong, Jia Hi
Format: Undergraduates Project Papers
Language:English
English
English
Published: 2015
Subjects:
Online Access:http://umpir.ump.edu.my/id/eprint/11922/
http://umpir.ump.edu.my/id/eprint/11922/
http://umpir.ump.edu.my/id/eprint/11922/1/FKKSA%20-%20HONG%20JIA%20HI%20%28CD9313%29.pdf
http://umpir.ump.edu.my/id/eprint/11922/2/FKKSA%20-%20HONG%20JIA%20HI%20%28CD9313%29%20-%20CHAP%201.pdf
http://umpir.ump.edu.my/id/eprint/11922/3/FKKSA%20-%20HONG%20JIA%20HI%20%28CD9313%29%20-%20CHAP%203.pdf
id ump-11922
recordtype eprints
spelling ump-119222016-03-14T06:52:49Z http://umpir.ump.edu.my/id/eprint/11922/ Seismic response of 4-legged fixed offshore structure in Malaysia due to surrounding earthquake Hong, Jia Hi TA Engineering (General). Civil engineering (General) Fixed offshore structure in Malaysia region are placing more emphasis on wind and wave effects analysis rather than seismic effect. However, Malaysia actually experienced tremors due to the earthquakes occurred in the neighbouring countries. Thus, the main objective of this study is tantamount to investigate the seismic vulnerability of existing fixed offshore structures in Malaysia region and determine the necessity of seismic design consideration for offshore structure in Malaysia. With this, a finite element seismic response simulation of a typical 4-legged fixed offshore structure using SAP2000 has been presented. Moreover, free vibration, time history and response spectrum analysis have been carried out and compared throughout this study. However, there is an assumption have been made when doing the 3D model of the structure. The fixed offshore platform structure is fixed to the ground instead of pilled and the soil interaction was neglected. Generally, fixed offshore structures in Malaysia region are capable of resisting this low seismic activity based on the study. This happens because the design of fixed offshore structures for environmental loading, can provide sufficient resistance against potential low seismic effects. 2015-07 Undergraduates Project Papers NonPeerReviewed application/pdf en http://umpir.ump.edu.my/id/eprint/11922/1/FKKSA%20-%20HONG%20JIA%20HI%20%28CD9313%29.pdf application/pdf en http://umpir.ump.edu.my/id/eprint/11922/2/FKKSA%20-%20HONG%20JIA%20HI%20%28CD9313%29%20-%20CHAP%201.pdf application/pdf en http://umpir.ump.edu.my/id/eprint/11922/3/FKKSA%20-%20HONG%20JIA%20HI%20%28CD9313%29%20-%20CHAP%203.pdf Hong, Jia Hi (2015) Seismic response of 4-legged fixed offshore structure in Malaysia due to surrounding earthquake. Faculty of Civil Engineering & Earth Resources, Universiti Malaysia Pahang. http://iportal.ump.edu.my/lib/item?id=chamo:92310&theme=UMP2
repository_type Digital Repository
institution_category Local University
institution Universiti Malaysia Pahang
building UMP Institutional Repository
collection Online Access
language English
English
English
topic TA Engineering (General). Civil engineering (General)
spellingShingle TA Engineering (General). Civil engineering (General)
Hong, Jia Hi
Seismic response of 4-legged fixed offshore structure in Malaysia due to surrounding earthquake
description Fixed offshore structure in Malaysia region are placing more emphasis on wind and wave effects analysis rather than seismic effect. However, Malaysia actually experienced tremors due to the earthquakes occurred in the neighbouring countries. Thus, the main objective of this study is tantamount to investigate the seismic vulnerability of existing fixed offshore structures in Malaysia region and determine the necessity of seismic design consideration for offshore structure in Malaysia. With this, a finite element seismic response simulation of a typical 4-legged fixed offshore structure using SAP2000 has been presented. Moreover, free vibration, time history and response spectrum analysis have been carried out and compared throughout this study. However, there is an assumption have been made when doing the 3D model of the structure. The fixed offshore platform structure is fixed to the ground instead of pilled and the soil interaction was neglected. Generally, fixed offshore structures in Malaysia region are capable of resisting this low seismic activity based on the study. This happens because the design of fixed offshore structures for environmental loading, can provide sufficient resistance against potential low seismic effects.
format Undergraduates Project Papers
author Hong, Jia Hi
author_facet Hong, Jia Hi
author_sort Hong, Jia Hi
title Seismic response of 4-legged fixed offshore structure in Malaysia due to surrounding earthquake
title_short Seismic response of 4-legged fixed offshore structure in Malaysia due to surrounding earthquake
title_full Seismic response of 4-legged fixed offshore structure in Malaysia due to surrounding earthquake
title_fullStr Seismic response of 4-legged fixed offshore structure in Malaysia due to surrounding earthquake
title_full_unstemmed Seismic response of 4-legged fixed offshore structure in Malaysia due to surrounding earthquake
title_sort seismic response of 4-legged fixed offshore structure in malaysia due to surrounding earthquake
publishDate 2015
url http://umpir.ump.edu.my/id/eprint/11922/
http://umpir.ump.edu.my/id/eprint/11922/
http://umpir.ump.edu.my/id/eprint/11922/1/FKKSA%20-%20HONG%20JIA%20HI%20%28CD9313%29.pdf
http://umpir.ump.edu.my/id/eprint/11922/2/FKKSA%20-%20HONG%20JIA%20HI%20%28CD9313%29%20-%20CHAP%201.pdf
http://umpir.ump.edu.my/id/eprint/11922/3/FKKSA%20-%20HONG%20JIA%20HI%20%28CD9313%29%20-%20CHAP%203.pdf
first_indexed 2023-09-18T22:13:00Z
last_indexed 2023-09-18T22:13:00Z
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