Analysis of a 4-legged fixed offshore structure in Malaysia under seismic loading
Most structures in Malaysia do not consider for seismic design during its service lifetime. However, structures in Malaysia might be affected by the tremors of earthquake from neighbouring countries such as Philippines, Indonesia etc. The aim of this study is to identify the necessity of implementat...
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Online Access: | http://umpir.ump.edu.my/id/eprint/11925/ http://umpir.ump.edu.my/id/eprint/11925/ http://umpir.ump.edu.my/id/eprint/11925/1/FKKSA%20-%20LOW%20YEE%20HWA%20%289300%29.pdf http://umpir.ump.edu.my/id/eprint/11925/7/FKKSA%20-%20LOW%20YEE%20HWA%20-%20CHAP.%201%20%289300%29.pdf http://umpir.ump.edu.my/id/eprint/11925/13/FKKSA%20-%20LOW%20YEE%20HWA%20-%20CHAP.%203%20%289300%29.pdf |
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ump-119252016-03-14T03:57:15Z http://umpir.ump.edu.my/id/eprint/11925/ Analysis of a 4-legged fixed offshore structure in Malaysia under seismic loading Low,, Yee Hwa TA Engineering (General). Civil engineering (General) Most structures in Malaysia do not consider for seismic design during its service lifetime. However, structures in Malaysia might be affected by the tremors of earthquake from neighbouring countries such as Philippines, Indonesia etc. The aim of this study is to identify the necessity of implementation of seismic design in offshore structures due to earthquake loading. Thus, this research presents a finite element simulation of a 4-legged offshore structure using SAP2000. The structure is in three dimensional form and it is tested with dead load, live load and environmental load such as wind, wave and current load with addition of earthquake ground accelerations from Aceh earthquake. The response of the structure due to the above loading's are illustrated and discussed. Results such as the natural frequencies, vibration modes of the structure, displacement, bending moment and shear stress, interaction ratio of members etc. are collected and analyzed. Generally, the offshore structure with consideration of seismic ground motion is still within members capacity desirable range. In summary, the fourlegged fixed offshore structure is yet consider safe and does not require seismic design for this moment of time. 2015-06 Undergraduates Project Papers NonPeerReviewed application/pdf en http://umpir.ump.edu.my/id/eprint/11925/1/FKKSA%20-%20LOW%20YEE%20HWA%20%289300%29.pdf application/pdf en http://umpir.ump.edu.my/id/eprint/11925/7/FKKSA%20-%20LOW%20YEE%20HWA%20-%20CHAP.%201%20%289300%29.pdf application/pdf en http://umpir.ump.edu.my/id/eprint/11925/13/FKKSA%20-%20LOW%20YEE%20HWA%20-%20CHAP.%203%20%289300%29.pdf Low,, Yee Hwa (2015) Analysis of a 4-legged fixed offshore structure in Malaysia under seismic loading. Faculty of Civil Engineering & Earth Resources, Universiti Malaysia Pahang. http://iportal.ump.edu.my/lib/item?id=chamo:92254&theme=UMP2 |
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Digital Repository |
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Local University |
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Universiti Malaysia Pahang |
building |
UMP Institutional Repository |
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Online Access |
language |
English English English |
topic |
TA Engineering (General). Civil engineering (General) |
spellingShingle |
TA Engineering (General). Civil engineering (General) Low,, Yee Hwa Analysis of a 4-legged fixed offshore structure in Malaysia under seismic loading |
description |
Most structures in Malaysia do not consider for seismic design during its service lifetime. However, structures in Malaysia might be affected by the tremors of earthquake from neighbouring countries such as Philippines, Indonesia etc. The aim of this study is to identify the necessity of implementation of seismic design in offshore structures due to earthquake loading. Thus, this research presents a finite element simulation of a 4-legged offshore structure using SAP2000. The structure is in three dimensional form and it is tested with dead load, live load and environmental load such as
wind, wave and current load with addition of earthquake ground accelerations from Aceh earthquake. The response of the structure due to the above loading's are illustrated and discussed. Results such as the natural frequencies, vibration modes of the structure, displacement, bending moment and shear stress, interaction ratio of members etc. are collected and analyzed. Generally, the offshore structure with consideration of seismic ground motion is still within members capacity desirable range. In summary, the fourlegged fixed offshore structure is yet consider safe and does not require seismic design for this moment of time. |
format |
Undergraduates Project Papers |
author |
Low,, Yee Hwa |
author_facet |
Low,, Yee Hwa |
author_sort |
Low,, Yee Hwa |
title |
Analysis of a 4-legged fixed offshore structure in Malaysia under seismic loading |
title_short |
Analysis of a 4-legged fixed offshore structure in Malaysia under seismic loading |
title_full |
Analysis of a 4-legged fixed offshore structure in Malaysia under seismic loading |
title_fullStr |
Analysis of a 4-legged fixed offshore structure in Malaysia under seismic loading |
title_full_unstemmed |
Analysis of a 4-legged fixed offshore structure in Malaysia under seismic loading |
title_sort |
analysis of a 4-legged fixed offshore structure in malaysia under seismic loading |
publishDate |
2015 |
url |
http://umpir.ump.edu.my/id/eprint/11925/ http://umpir.ump.edu.my/id/eprint/11925/ http://umpir.ump.edu.my/id/eprint/11925/1/FKKSA%20-%20LOW%20YEE%20HWA%20%289300%29.pdf http://umpir.ump.edu.my/id/eprint/11925/7/FKKSA%20-%20LOW%20YEE%20HWA%20-%20CHAP.%201%20%289300%29.pdf http://umpir.ump.edu.my/id/eprint/11925/13/FKKSA%20-%20LOW%20YEE%20HWA%20-%20CHAP.%203%20%289300%29.pdf |
first_indexed |
2023-09-18T22:13:00Z |
last_indexed |
2023-09-18T22:13:00Z |
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1777415152596942848 |