{"id":3010,"date":"2026-04-09T22:56:25","date_gmt":"2026-04-09T14:56:25","guid":{"rendered":"https:\/\/iweb20wp-b205b.url.tku.edu.tw\/jase\/?post_type=tkuisotope&#038;p=3010"},"modified":"2026-06-08T20:52:55","modified_gmt":"2026-06-08T12:52:55","slug":"system-reliability-analysis-of-a-tension-leg-platform","status":"publish","type":"tkuisotope","link":"\/jase\/?tkuisotope=system-reliability-analysis-of-a-tension-leg-platform","title":{"rendered":"System reliability analysis of a tension leg platform"},"content":{"rendered":"\n<div class=\"wp-block-tkuwpbs5-bs5-row row article-info\">\n<div class=\"wp-block-tkuwpbs5-bs5-column col-md-3 align-self-start\">\n<p><i class=\"fa fa-folder\" aria-hidden=\"true\"><\/i>&nbsp;<a href=\"\/jase\/?page_id=2961\" data-type=\"page\" data-id=\"807\">2024<\/a><\/p>\n<\/div>\n\n\n\n<div class=\"wp-block-tkuwpbs5-bs5-column col-md-3 align-self-start\">\n<p><i class=\"fa fa-folder-open\" aria-hidden=\"true\"><\/i>&nbsp;<a href=\"\/jase\/?page_id=2966\" data-type=\"page\" data-id=\"1055\">Volume 27, Issue 1<\/a><\/p>\n<\/div>\n\n\n\n<div class=\"wp-block-tkuwpbs5-bs5-column col-md-6 align-self-start\">\n<div class=\"wp-block-tkuwpbs5-bs5-div dv_publish\" data-aos=\"normal\"><div class=\"wp-block-post-date\"><time datetime=\"2026-04-09T22:56:25+08:00\">2026-04-09<\/time><\/div><\/div>\n<\/div>\n<\/div>\n\n\n\n<div class=\"wp-block-tkuwpbs5-bs5-row row\">\n<div class=\"wp-block-tkuwpbs5-bs5-column col-md-5 align-self-start\">\n<div class=\"wp-block-tkuwpbs5-bs5-div au-ol\" data-aos=\"normal\">\n<p>Qian Ye<sup>1<\/sup><a href=\"mailto:geneye@tzc.edu.cn\"><i class=\"fa fa-envelope\"><\/i><\/a>, Wei-liang Jin<sup>2<\/sup>, and Yong Bai<sup>2<\/sup><\/p>\n\n\n\n<p style=\"font-size:14px\"><sup>1<\/sup>School of Civil Engineering and Architecture, Taizhou University, Jiaojiang 318000, Zhejiang Province, China<\/p>\n\n\n\n<p style=\"font-size:14px\"><sup>2<\/sup>Department of Civil Engineering, Zhejiang University, Hangzhou 310000, Zhejiang Province, China<\/p>\n<\/div>\n\n\n\n<div class=\"wp-block-tkuwpbs5-bs5-div\" style=\"margin-top:var(--wp--preset--spacing--40)\" data-aos=\"normal\">\n<p>Received:\u00a0March 21, 2022<br>Accepted:\u00a0November 29, 2022<br>Publication Date:\u00a0April 9, 2026<\/p>\n<\/div>\n<\/div>\n\n\n\n<div class=\"wp-block-tkuwpbs5-bs5-column col-md-7 align-self-start clk=\u5716\u7247\"><img decoding=\"async\" src=\"\/jase\/wp-content\/uploads\/2026\/04\/27_01_13.jpg\" class=\"img-fluid img-fluid mx-auto d-block\" alt=\"\u4e0a\u50b3\u5716\u7247\">\n\n\n<p class=\"has-text-align-center img_caption\">Diagram of structural failure probability<\/p>\n<\/div>\n<\/div>\n\n\n\n<p class=\"has-small-font-size\"><i class=\"fab fa-creative-commons\"><\/i>&nbsp;<strong>Copyright&nbsp;<\/strong>The Author(s). This is an open access article distributed under the terms of the&nbsp;<a rel=\"noreferrer noopener\" href=\"https:\/\/creativecommons.org\/licenses\/by\/4.0\/\" target=\"_blank\">Creative Commons Attribution&nbsp;License (CC BY 4.0)<\/a>, which permits unrestricted use, distribution, and reproduction in any medium, provided the original author and source are cited.<\/p>\n\n\n\n<p>Download Citation:\u00a0 <a rel=\"noreferrer noopener\" href=\"\/jase\/wp-content\/uploads\/2026\/01\/jase-202509-28-09-0006.pdf\" data-type=\"link\" data-id=\"\/jase\/wp-content\/uploads\/2026\/01\/jase-202509-28-09-0006.pdf\" target=\"_blank\">BibTeX <\/a>| <a href=\"http:\/\/dx.doi.org\/10.6180\/jase.202401_27(1).0013\" target=\"_blank\" rel=\"noreferrer noopener\">http:\/\/dx.doi.org\/10.6180\/jase.202401_27(1).0013<\/a>\u00a0\u00a0<\/p>\n\n\n\n<p class=\"btn btn-primary article-btn\"><a href=\"\/jase\/wp-content\/uploads\/2026\/04\/13_2022_0253_V27i1.pdf\" data-type=\"attachment\" data-id=\"2996\" target=\"_blank\" rel=\"noreferrer noopener\">Download PDF<\/a><\/p>\n\n\n\n<div style=\"height:24px\" aria-hidden=\"true\" class=\"wp-block-spacer\"><\/div>\n\n\n\n<p>For the overall safety evaluation of the tension leg platform (TLP) system, the structural strength reliability analysis is essential. The strength reliability of a typical TLP exposed to combined static and extreme wave loads is the subject of this study. A three-dimensional finite element shell model made up of a pontoon, column, and deck that is assumed to be accurate and efficient with tendon system as the boundary conditions was built using a concrete TLP. By employing the proportional loading method based on the design wave method, failure mechanisms for the platform and were determined. The failure mechanisms were then used to derive limit state expressions. The system reliability indexes of the object platform were calculated using the system reliability assessment framework created by the system reliability model suggested in this paper. This work seeks to advance the application of reliability theory in offshore engineering.<\/p>\n\n\n\n<p><em>Keywords:\u00a0Tension leg platform; System reliability; Finite element method; Numerical simulation; Failure probability<\/em><\/p>\n\n\n\n<div style=\"height:2rem\" aria-hidden=\"true\" class=\"wp-block-spacer\"><\/div>\n\n\n\n<div class=\"wp-block-tkuwpbs5-bs5-div ref_ol\" data-aos=\"normal\">\n<ol>\n<li>[1] None, (1983) \u201cApplication of Reliability Methods in Design and Analysis of Offshore Platforms&#8221; Journal of Structural Engineering 109(10): 2265\u20132291. DOI: 10.1061\/(ASCE)0733-9445(1983)109:10(2265).<\/li>\n<li>[2] Y. L. Wu and T. Moan, (1991) \u201cAn incremental load formulation for limit states in the reliability analysis of nonlinear systems&#8221; Structural Safety 10(4): 307\u2013325. DOI: 10.1007\/978-3-642-84753-0_30.<\/li>\n<li>[3] H. H. Sun and Y. Bai, (2003) \u201cTime-variant reliability assessment of FPSO hull girders&#8221; 16(3): 219\u2013253.<\/li>\n<li>[4] C. G. Soares, M. Dogliani, C. Ostergaard, G. Parmentier, and P. T. Pedersen, (1996) \u201cReliability based ship structural design&#8221; Transactions &#8211; Society of Naval Architects and Marine Engineers:<\/li>\n<li>[5] K. Purnendu, B. Das, et al., (2004) \u201cStructural reliability framework for FPSOs\/FSUs [R]&#8221; Glasgow: Universities of Glasgow and Strathclyde:<\/li>\n<li>[6] Y. He, L.-K. Xu, Q. Ye, Y.-H. Jiang, and W.-L. Jin. \u201cReliability-based assessment on stiffened panel of deep-water platform\u201d. English. In: 2. Honolulu, HI, United states, 2009, 621\u2013627.<\/li>\n<li>[7] Y. M. Low, (2009) \u201cFrequency domain analysis of a tension leg platform with statistical linearization of the tendon restoring forces&#8221; Marine Structures 22(3): 480\u2013503.<\/li>\n<li>[8] Young-Joo, Lee, Junho, and Song, (2012) \u201cFiniteelement-based system reliability analysis of fatigueinduced sequential failures&#8221; Reliability engineering &amp; system safety 108: 131\u2013141. DOI: 10.1016\/j.ress.2012.05.007.<\/li>\n<li>[9] Q. Ye, W.-L. Jin, Y. He, and Y. Bai, (2013) \u201cSystem reliability of a semi-submersible drilling rig&#8221; Ships and Offshore Structures 8(1): 84\u201393. DOI: 10.1080\/17445302.2011.647806.<\/li>\n<li>[10] L. Hui. \u201cTension leg platform hydrodynamic response and global strength research&#8221;. (Master\u2019s thesis). Harbin Engineering University, 2012.<\/li>\n<li>[11] Fa-suo, Yan, Da-gang, Zhang, Li-ping, SunYang-shan, and Dai, (2009) \u201cStress verification of a TLP under extreme wave environment&#8221; Journal of Marine Science &amp; Application: DOI: 10.1007\/s11804-009-8105-1.<\/li>\n<li>[12] R. Jin, Y. Jiang, W. Shen, H. Zhang, and B. Geng, (2021) \u201cCoupled dynamic response of a tension leg platform system under waves and flow at different heading angles: An experimental study&#8221; Applied Ocean Research 115(2): 102848. DOI: 10.1016\/j.apor.2021.102848.<\/li>\n<li>[13] M. N. Coccon, J. Song, S.-Y. Ok, and U. Galvanetto, (2017) \u201cA new approach to system reliability analysis of offshore structures using dominant failure modes identified by selective searching technique&#8221; KSCE Journal of Civil Engineering 21(6): 2360\u20132372. DOI: 10.1007\/s12205-016-1192-z.<\/li>\n<li>[14] G. U. Jia-Yang, L. Hai-Ning, and J. M. Yang, (2013) \u201cStudies on coupling dynamic response of TLP in stochastic waves&#8221; Chuan Bo Li Xue\/Journal of Ship Mechanics: DOI: 10.3969\/j.issn.1007-7294.2013.08.007.<\/li>\n<li>[15] J.-y. Gu, J.-m. Yang, and H.-n. Lv, (2012) \u201cStudies of TLP dynamic response under wind, waves and current&#8221; China ocean engineering 26: 363\u2013378. DOI: 10.1007\/s13344-012-0028-y.<\/li>\n<li>[16] J.-Y. Gu, H.-N. Lv, and J.-M. Yang, (2012) \u201cStudies on coupling dynamic response and characteristics of mooring system of TLP in stochastic waves&#8221; Ocean Engineering(Haiyang Gongcheng) 30(4): 42\u201348.<\/li>\n<li>[17] P. Thoft-Christensen and Y. Murotsu, (1989) \u201cApplication of Structural System Reliability Theory&#8221; Journal of the American Statistical Association 84(406):<\/li>\n<li>[18] R. E. Melchers and A. Beck. Structural reliability analysis and prediction. John wiley &amp; sons, 2018.<\/li>\n<li>[19] A. A. Naess, P. J. Haagensen, B. Lian, T. Moan, and T. Simonsen. \u201cInvestigation of the Alexander L. Kielland Failure &#8211; Metallurgical and Fracture Analysis\u201d. In: Offshore Technology Conference. 1982. DOI: 10.1115\/1.3231014.<\/li>\n<li>[20] H. D. Shao Jing-hua He Yong, X. Long-kun, and J. Wei-liang, (2012) \u201cReliability analysis method for local components of tension leg platform&#8221; Ocean Engineering 30(1): 25\u201332.<\/li>\n<\/ol>\n<\/div>\n\n\n\n<p><\/p>\n","protected":false},"author":3,"template":"wp-custom-template-detail-4-aricles","meta":{"_uag_custom_page_level_css":""},"categories":[10,6,515],"tags":[539],"acf":[],"uagb_featured_image_src":[],"uagb_author_info":{"display_name":"\u6797\u923a\u6db5","author_link":"\/jase\/?author=3"},"uagb_comment_info":0,"uagb_excerpt":"&nbsp;Copyright&nbsp;The Author(s). This is an open access article distributed under the terms of the&nbsp;Creative Commons Attribution&nbsp;License (CC BY 4.0), which permits unrestricted use, distribution, and reproduction in any medium, provided the original author and source are cited. Download Citation:\u00a0 BibTeX | http:\/\/dx.doi.org\/10.6180\/jase.202401_27(1).0013\u00a0\u00a0 Download PDF For the overall safety evaluation of the tension leg platform (TLP)&hellip;","_links":{"self":[{"href":"\/jase\/index.php?rest_route=\/wp\/v2\/tkuisotope\/3010"}],"collection":[{"href":"\/jase\/index.php?rest_route=\/wp\/v2\/tkuisotope"}],"about":[{"href":"\/jase\/index.php?rest_route=\/wp\/v2\/types\/tkuisotope"}],"author":[{"embeddable":true,"href":"\/jase\/index.php?rest_route=\/wp\/v2\/users\/3"}],"wp:attachment":[{"href":"\/jase\/index.php?rest_route=%2Fwp%2Fv2%2Fmedia&parent=3010"}],"wp:term":[{"taxonomy":"category","embeddable":true,"href":"\/jase\/index.php?rest_route=%2Fwp%2Fv2%2Fcategories&post=3010"},{"taxonomy":"post_tag","embeddable":true,"href":"\/jase\/index.php?rest_route=%2Fwp%2Fv2%2Ftags&post=3010"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}