DETERMINATION OF RESERVE STRENGTH RATIO FOR AN EXISTING JACKET PLATFORM
Structural Analysis Computer System (SACS) software was used to model and carry out pushover analyses to determine whether an existing jacket platform is fit for continued usage. Through different combinations of dead loads, live loads, and storm wave and current directions, an RSR as low as 2.64 an...
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Universiti Teknologi Petronas
2012
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Online Access: | http://utpedia.utp.edu.my/6028/1/Final%20Year%20Project%20Dissertation%20%28UTP%29-%20Graham%20Tan%20%5BREV%204.0%5D.pdf http://utpedia.utp.edu.my/6028/ |
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my-utp-utpedia.60282017-01-25T09:39:44Z http://utpedia.utp.edu.my/6028/ DETERMINATION OF RESERVE STRENGTH RATIO FOR AN EXISTING JACKET PLATFORM ., Graham Tan Ban Hock TA Engineering (General). Civil engineering (General) Structural Analysis Computer System (SACS) software was used to model and carry out pushover analyses to determine whether an existing jacket platform is fit for continued usage. Through different combinations of dead loads, live loads, and storm wave and current directions, an RSR as low as 2.64 and as high as 4.00 was obtained. This variance of results showed the effects different live loads, and storm wave and current directions had on the RSR of a jacket platform. According to API RP-2A, a high consequence platform is required to have an RSR of at least 1.6. Hence the platform is deemed to be fit for continued usage. Universiti Teknologi Petronas 2012-09 Final Year Project NonPeerReviewed application/pdf en http://utpedia.utp.edu.my/6028/1/Final%20Year%20Project%20Dissertation%20%28UTP%29-%20Graham%20Tan%20%5BREV%204.0%5D.pdf ., Graham Tan Ban Hock (2012) DETERMINATION OF RESERVE STRENGTH RATIO FOR AN EXISTING JACKET PLATFORM. Universiti Teknologi Petronas. (Unpublished) |
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TA Engineering (General). Civil engineering (General) ., Graham Tan Ban Hock DETERMINATION OF RESERVE STRENGTH RATIO FOR AN EXISTING JACKET PLATFORM |
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Structural Analysis Computer System (SACS) software was used to model and carry out pushover analyses to determine whether an existing jacket platform is fit for continued usage. Through different combinations of dead loads, live loads, and storm wave and current directions, an RSR as low as 2.64 and as high as 4.00 was obtained. This variance of results showed the effects different live loads, and storm wave and current directions had on the RSR of a jacket platform. According to API RP-2A, a high consequence platform is required to have an RSR of at least 1.6. Hence the platform is deemed to be fit for continued usage. |
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Final Year Project |
author |
., Graham Tan Ban Hock |
author_facet |
., Graham Tan Ban Hock |
author_sort |
., Graham Tan Ban Hock |
title |
DETERMINATION OF RESERVE STRENGTH RATIO FOR AN EXISTING JACKET PLATFORM |
title_short |
DETERMINATION OF RESERVE STRENGTH RATIO FOR AN EXISTING JACKET PLATFORM |
title_full |
DETERMINATION OF RESERVE STRENGTH RATIO FOR AN EXISTING JACKET PLATFORM |
title_fullStr |
DETERMINATION OF RESERVE STRENGTH RATIO FOR AN EXISTING JACKET PLATFORM |
title_full_unstemmed |
DETERMINATION OF RESERVE STRENGTH RATIO FOR AN EXISTING JACKET PLATFORM |
title_sort |
determination of reserve strength ratio for an existing jacket platform |
publisher |
Universiti Teknologi Petronas |
publishDate |
2012 |
url |
http://utpedia.utp.edu.my/6028/1/Final%20Year%20Project%20Dissertation%20%28UTP%29-%20Graham%20Tan%20%5BREV%204.0%5D.pdf http://utpedia.utp.edu.my/6028/ |
_version_ |
1739831300302307328 |
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13.160551 |