Updating Failure Probability of Jacket Platform in Malaysian Waters

Reliability analytical studies the uncertainties in load, geometry, material properties, operational environment and other uncertainties. Usually the system is performed under two conditions, specified service condition and specified period of time. Structure lifetime has its own limit state or cons...

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第一著者: MOHD FARID, MUHAMAD FAIDSAL
フォーマット: Final Year Project
言語:English
出版事項: IRC 2014
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オンライン・アクセス:http://utpedia.utp.edu.my/14535/1/FINAL%20DISSERTATION.pdf
http://utpedia.utp.edu.my/14535/
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spelling my-utp-utpedia.145352017-01-25T09:36:46Z http://utpedia.utp.edu.my/14535/ Updating Failure Probability of Jacket Platform in Malaysian Waters MOHD FARID, MUHAMAD FAIDSAL TA Engineering (General). Civil engineering (General) Reliability analytical studies the uncertainties in load, geometry, material properties, operational environment and other uncertainties. Usually the system is performed under two conditions, specified service condition and specified period of time. Structure lifetime has its own limit state or constraint. When the design meets the requirement imposed on the structural behavior met within the range according to the code of standard, it is classified as satisfied and safe. In this study, the paper describes a method to determine the failure probability and evaluate the failure probability when the structure has experienced a wave loading by men of updating the probability using Bayesian method and truncation method of updating. This paper also brings about the variation of experienced wave height of RSR 1.0 and 1.5 at different direction on the failure probability of the selected jacket platform. This study found out that, the updated failure of probability shows a significant decrement when the experienced wave loading is increasing. The design probability of failure is 3.0 x10-5.Using RSR value of 2.0 gives a much lower failure probability and updated failure probability compared to the RSR value of 1.5. When the updating is made at RSR 1.5, the failure reduces down to 1 x 10-4 when the experienced wave height is at 15m, and met the requirement of the ISO 19902 code and consider safe for extension of life. This study is further discussed by evaluating the probability of failure at different current velocity profile to see the variation on the updating probability of failure. IRC 2014-09 Final Year Project NonPeerReviewed application/pdf en http://utpedia.utp.edu.my/14535/1/FINAL%20DISSERTATION.pdf MOHD FARID, MUHAMAD FAIDSAL (2014) Updating Failure Probability of Jacket Platform in Malaysian Waters. IRC, Universiti Teknologi PETRONAS. (Unpublished)
institution Universiti Teknologi Petronas
building UTP Resource Centre
collection Institutional Repository
continent Asia
country Malaysia
content_provider Universiti Teknologi Petronas
content_source UTP Electronic and Digitized Intellectual Asset
url_provider http://utpedia.utp.edu.my/
language English
topic TA Engineering (General). Civil engineering (General)
spellingShingle TA Engineering (General). Civil engineering (General)
MOHD FARID, MUHAMAD FAIDSAL
Updating Failure Probability of Jacket Platform in Malaysian Waters
description Reliability analytical studies the uncertainties in load, geometry, material properties, operational environment and other uncertainties. Usually the system is performed under two conditions, specified service condition and specified period of time. Structure lifetime has its own limit state or constraint. When the design meets the requirement imposed on the structural behavior met within the range according to the code of standard, it is classified as satisfied and safe. In this study, the paper describes a method to determine the failure probability and evaluate the failure probability when the structure has experienced a wave loading by men of updating the probability using Bayesian method and truncation method of updating. This paper also brings about the variation of experienced wave height of RSR 1.0 and 1.5 at different direction on the failure probability of the selected jacket platform. This study found out that, the updated failure of probability shows a significant decrement when the experienced wave loading is increasing. The design probability of failure is 3.0 x10-5.Using RSR value of 2.0 gives a much lower failure probability and updated failure probability compared to the RSR value of 1.5. When the updating is made at RSR 1.5, the failure reduces down to 1 x 10-4 when the experienced wave height is at 15m, and met the requirement of the ISO 19902 code and consider safe for extension of life. This study is further discussed by evaluating the probability of failure at different current velocity profile to see the variation on the updating probability of failure.
format Final Year Project
author MOHD FARID, MUHAMAD FAIDSAL
author_facet MOHD FARID, MUHAMAD FAIDSAL
author_sort MOHD FARID, MUHAMAD FAIDSAL
title Updating Failure Probability of Jacket Platform in Malaysian Waters
title_short Updating Failure Probability of Jacket Platform in Malaysian Waters
title_full Updating Failure Probability of Jacket Platform in Malaysian Waters
title_fullStr Updating Failure Probability of Jacket Platform in Malaysian Waters
title_full_unstemmed Updating Failure Probability of Jacket Platform in Malaysian Waters
title_sort updating failure probability of jacket platform in malaysian waters
publisher IRC
publishDate 2014
url http://utpedia.utp.edu.my/14535/1/FINAL%20DISSERTATION.pdf
http://utpedia.utp.edu.my/14535/
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