|Table of Contents|

Citation:
 Mohamed Mubarak Abdul Wahab,V. John Kurian,Mohd Shahir Liew,et al.Condition Assessment Techniques for Aged Fixed-Type Offshore Platforms Considering Decommissioning: a Historical Review[J].Journal of Marine Science and Application,2020,(4):584-614.[doi:10.1007/s11804-020-00181-z]
Click and Copy

Condition Assessment Techniques for Aged Fixed-Type Offshore Platforms Considering Decommissioning: a Historical Review

Info

Title:
Condition Assessment Techniques for Aged Fixed-Type Offshore Platforms Considering Decommissioning: a Historical Review
Author(s):
Mohamed Mubarak Abdul Wahab1 V. John Kurian12 Mohd Shahir Liew1 Do Kyun Kim34
Affilations:
Author(s):
Mohamed Mubarak Abdul Wahab1 V. John Kurian12 Mohd Shahir Liew1 Do Kyun Kim34
1 Department of Civil and Environmental Engineering, Universiti Teknologi PETRONAS, 32610 Seri Iskandar, Perak, Malaysia;
2 Administration Department, Providence College of Engineering, Chengannur 689122, India;
3 Group of Marine Offshore and Subsea Technology, School of Engineering, Newcastle University, Newcastle upon Tyne NE1 7RU, UK;
4 Graduate Institute of Ferrous Technology, Pohang University of Science and Technology, Pohang 37673, Republic of Korea
Keywords:
Strength of offshore platformsReliabilityJacket platformFixed structure oil and gasFixed-type offshore platformOffshore structures
分类号:
-
DOI:
10.1007/s11804-020-00181-z
Abstract:
In this study, the technical papers on structural condition assessment of aged fixed-type offshore platforms reported over the past few decades are presented. Other ancillary related works are also discussed. Large numbers of researches are available in the area of requalification for life extension of offshore jacket platforms. Many of these studies involve reassessment of existing platforms by means of conducting pushover analysis, a static nonlinear collapse analysis method to evaluate the structure nonlinear behaviour and capacity beyond the elastic limit. From here, the failure mechanism and inherent reserve strength/capacity of the overall truss structure are determined. This method of doing reassessment is described clearly in the industry-adopted codes and standards such the API, ISO, PTS and NORSOK codes. This may help understand the structural behaviour of aged fixed offshore jacket structures for maintenance or decommissioning.

References:

Aanhold JE (1983) Ultimate strength analysis of framed offshore structures (SINTEF report STF88-A83003). SINTEF, Trondheim
Alessi L, Correia JAFO, Fantuzzi N (2019) Initial design phase and tender designs of a jacket structure converted into a retrofitted offshore wind turbine. Energ 12(4):659. https://doi.org/10.3390/en12040659
Amer MY (2010) Development of structural regional acceptance criteria for existing fixed offshore structures in the Arabian gulf. The Abu Dhabi International Petroleum Exhibition and Conference, 1-4 November, Abu Dhabi, UAE
Ang AHS, Tang WH (2007) Probability concepts in engineering:emphasis on applications to civil and environmental engineering (V. 1). John Wiley & Sons, Hoboken, NJ, USA
API (1993) Recommended practice for planning, designing and constructing fixed offshore platforms-load and resistance factor design (API RP 2A-LRFD). American Petroleum Institute, Washington
API (2007) Recommended practice for planning, designing and constructing fixed offshore platforms-working stress design (2A-WSD 2007). American Petroleum Institute, Washington
Asgarian B, Lesani M (2009) Pile-soil-structure interaction in pushover analysis of jacket offshore platforms using fiber elements. J Constr Steel Res 65(1):209-218. https://doi.org/10.1016/j.jcsr.2008.03.013
Ayob MS, Kajuputra AE, Mukherjee K, Wong BS (2014a) Global ultimate strength assessment of existing offshore jacket structures. The 1st Offshore Technology Conference-Asia (OTC Asia 2014), 25-28 march, Kuala Lumpur
Ayob MS, Mukherjee K, Kajuputra AE, Wong BS, Salleh FM (2014b) Requalification of offshore jacket structures in Malaysian waters. The 1st Offshore Technology Conference Asia (OTC Asia 2014), 25-28 march, Kuala Lumpur
Augustesen A (2006) The effects of time on soil behaviour and pile capacity. Dissertation, Aalborg University, Aalborg, Ph.D
Augustesen A, Andersen L, S?rensen CS (2006) Assessment of time functions for piles driven in clay (DCE Technical Memerandum No. 1). Aalborg University, Aalborg, Denmark
Baek SJ, Kim SJ, Paik JK, Sohn JM (2019) Development of an empirical formula for residual strength assessment to prevent sequential events of grounded oil tankers. J Soc Naval Archit Korea 56(3):263-272. https://doi.org/10.3744/SNAK.2019.56.3.263
Baek SJ, Sohn JM, Paik JK, Kim SJ (2018) Development of a method for prediction of residual strength for prevention of secondary accidents on large oil tankers subjected to collisions. J Soc Naval Archit Korea 55(2):144-152. https://doi.org/10.3744/SNAK.2018.55.2.144
Baker MJ (1998) Feasibility study on appraisal of methods of structural reliability assessment for offshore structures (HSE Report). Health and Safety Executive (HSE), London, UK
Banon H, Bea RG, Bruen FJ, Cornell CA, Krieger WF, Stewart DA (1994) Assessing fitness for purpose of offshore platforms. I:analytical methods and inspections. J Struct Eng 120(12):3595-3612. https://doi.org/10.1061/(ASCE)0733-9445(1994)120:12(3595)
Bao XX, Wang JR, Li HJ (2009) A safety assessment method on aging offshore platforms with damages. The 19th International Offshore and Polar Engineering Conference (ISOPE 2009), 21-26 July, Osaka
Bea RG (2000) Criteria for design and requalification of platforms in the bay of Campeche, Mexico. J Waterw Port Coast Ocean Eng 126(5):254-262. https://doi.org/10.1061/(ASCE)0733-950X(2000)126:5(254)
Bea RG (1996) Reassessment and requalification of infrastructure:application to offshore structures. J Infrastruct Syst 2(2):45-53. https://doi.org/10.1061/(ASCE)1076-0342(1996)2:2(45)
Bea RG (1974) Selection of environmental criteria for offshore platform design. J Pet Technol 26(11):1206-1214. https://doi.org/10.2118/4452-PA
Bea RG, Craig MJK (1993) Developments in the assessment and requalification of offshore platforms. The 25th Offshore Technology Conference (OTC 1993), 3-6 May, Houston, Texas
Bea RG, Mortazavi MM (1996) ULSLEA:a limit equilibrium procedure to determine the ultimate limit state loading capacities of template-type platforms. J Offshore Mech Arctic Eng 118(4):267-275. https://doi.org/10.1115/1.2833915
Bea RG, Mortazavi MM, Loch KJ, Young PL (1995) Verification of a simplified method to evaluate the capacities of template-type platforms. The 27th Offshore Technology Conference (OTC 1995), 1-4 May, Houston, Texas
Bea RG, Mortazavi MM, Stear JD (1993) Screening methodologies for use in platform assessments and requalifications (final project report). University of California, Berkeley
Billington CJ, Bolt HM, Ward JK (1993) Reserve residual and ultimate strength analysis of offshore structures:state of the art review. The 3rd International Offshore and Polar Engineering Conference (ISOPE 1993), 6-11 June, Singapore
Bolt HM, Billington CJ, Ward JK (1996) A review of the ultimate strength of tubular framed structures (Report No:OTH 92 365). Health and Safety Executive (HSE), Berkshire, UK
Bolt HM, Billington CJ, Ward JK (1994) Results from large-scale ultimate load tests on tubular jacket frame structures. The 26th Offshore Technology Conference (OTC 1994), 2-5 May, Houston, Texas
BOMEL Ltd. (2002) System-based calibration of North West European annex environmental load factor to ISO fixed steel offshore structure code 19902 (Report No. C925\04\016R Rev A). BOMEL Ltd, Berkshire, UK
Bourinet JM (2010) Ferum 4.1 user’s guide. Clermont-Ferrand, France:Institute Fran?ais de Mécanique Avancée (IFMA)
Brown AM (2001) A step-by-step guide to non-linear regression analysis of experimental data using a Microsoft excel spreadsheet. Comput Methods Prog Biomed 65(3):191-200. https://doi.org/10.1016/S0169-2607(00)00124-3
Bucher CG, Bourgund U (1990) A fast and efficient response surface approach for structural reliability problems. Struct Saf 7(1):57-66. https://doi.org/10.1016/0167-4730(90)90012-E
Bullock PJ, Schmertmann JH, McVay MC, Townsend FC (2005a) Side shear setup. I:test piles driven in Florida. J Geotech Geoenviron 131(3):292-300. https://doi.org/10.1061/(ASCE)1090-0241(2005)131:3(292)
Bullock PJ, Schmertmann JH, McVay MC, Townsend FC (2005b) Side shear setup. Ⅱ:results from Florida test piles. J Geotech Geoenviron 131(3):301-310. https://doi.org/10.1061/(ASCE)1090-0241(2005)131:3(301)
Capanoglu C, Coombs S (2009) Requalification process for existing platforms implications of newly acquired criteria on mitigation. The 19th International Offshore and Polar Engineering Conference (ISOPE 2009), 21-26 July, Osaka
Cassidy MJ, Houlsby GT, Taylor RE (2001) Application of probabilistic models to the response analysis of jack-ups. The 11th International Offshore and Polar Engineering Conference (ISOPE 2001), 17-22 June, Stavanger, Norway
Chen JY, Matarek BA, Carpenter JF, Gilbert RB (2009) Analaysis of potential conseratism in foundation design for offshore platform assessment. Final project report prepared for the minerals management service under MMS award/contract M08PC20002 (MMS project number 612), offshore technology research center, Texas a&M university, Taxas, USA. https://www.bsee.gov/sites/bsee.gov/files/tap-technical-assessment-program/612aa.pdf
Chin DCL (2005) A reliability analysis of a Malaysia jacket platform. Dissertation, Universiti Teknologi Malaysia, Johor, Malaysia, MS.c
Choi SK, Grandhi RV, Canfield RA (2007) Reliability-based structural design. Springer, London
Clausen CJF, Aas PM (2001) Capacity of driven piles in clays and sands on the basis of pile load tests. The 11th International Offshore and Polar Engineering Conference (ISOPE 2011), 17-22 June, Stavanger, Norway
Cornell CA (1987) Offshore structural systems reliability (a report to amoco production company for the joint industry project participants), C. Allin Cornell, Inc., Portola Valley
Cossa NJ (2012) Environmental load factor for ISO design of tubular joints of a Malaysia fixed offshore steel jacket platform. MS.c. Dissertation, Universiti Teknologi PETRONAS, Seri Iskandar, Perak, Malayisa
Cossa NJ, Potty NS, Idrus AB, Hamid A, Foad M, Nizamani Z (2012) Reliability analysis of jacket platforms in Malaysia-environmental load factors. Res J Appl Sci Eng Technol 4(19):3544-3551 https://maxwellsci.com/print/rjaset/v4-3544-3551.pdf
Craig MJK, Digre KA (1994) Assessments of high-consequence platforms:issues and applications. The 26th Offshore Technology Conference (OTC 1994), 2-5 May, Houston, Texas
Cui W, Mansour AE (1998) Effects of welding distortions and residual stresses on the ultimate strength of long rectangular plates under uniaxial compression. Mar Struct 11(6):251-269
Dalane JI, Haver S (1995) Requalification of an unmanned jacket structure using reliability methods. The 27th Offshore Technology Conference (OTC 1995), 1-4 May, Houston
De RS (1990) Offshore structural system reliability:wave-load modeling, system behavior, and analysis. Dissertation, University of California Berkeley, Berkeley, CA, USA, Ph.D
Energo (2007) Assessment of fixed offshore platform performance in hurricanes Katrina and Rita. US Department of Interior Mineral Management Service Engineering and Research Branch & Energo Engineering (Final Report:MMS Project No. 578, Energo Engineering Project No. E06117) https://www.bsee.gov/sites/bsee.gov/files/tap-technical-assessment-program/578aa.pdf
Energo (2010) Assessment of damage and failure mechanisms for offshore structures and pipelines in hurricanes Custav and Ike. US Department of Interior Mineral Management Service Engineering and Research Branch & Energo Engineering (Final Report:MMS Project No. 642, Project No. E09180) https://www.bsee.gov/sites/bsee.gov/files/tap-technical-assessment-program//642aa.pdf
Efthymiou M, van De Graaf JW, Tromans PS, Hines IM (1997) Reliability-based criteria for fixed steel offshore platforms. J Offshore Mech Arctic Eng 119(2):120-124. https://doi.org/10.1115/1.2829053
Ersdal G (2005) Assessment of existing offshore structures for life extension. Ph.D. Dissertation, University of Stavanger, Norway
Ersdal G, S?rensen JD, Langen I (2003) Updating of structural failure probability based on experienced wave loading. The 13th International Offshore and Polar Engineering Conference (ISOPE 2003), 25-30 May, Honolulu
Fadly M (2011) Sensitivity study of environmental load to reliability index for Malaysian region. MS.c. Dissertation, Universiti Teknologi PETRONAS, Malaysia
Faisal M, Noh SH, Kawsar RU, Youssef SAM, Seo JK, Ha YC, Paik JK (2017) Rapid hull collapse strength calculations of double hull oil tankers after collisions. Ships Offshore Struct 12(5):624-639. https://doi.org/10.1080/17445302.2016.1192747
Fjeld S (1978) Reliability of offshore structures. J Pet Technol 30(10):1486-1496. https://doi.org/10.2118/6963-PA
Freund RJ, Wilson WJ, Sa P (2006) Regression analysis:statistical modeling of a response variable. Elsevier, Burlington
Frieze PA, Morandi AC, Birkinshaw M, Smith D, Dixon AT (1997) Fixed and jack-up platforms:basis for reliability assessment. Mar Struct 10(2-4):263-284. https://doi.org/10.1016/S0951-8339(97)00001-4
Gening XU, Ruiguang Y (2010) Methodology to estimate remaining service life of steel structure by possibilistic reliability theory. Chin J Mech Eng 23(6):780-787. https://doi.org/10.3901/CJME.2010.06.780
George JM, Kurian VJ, Wahab MMA (2016) Changes in the pushover analysis results of offshore jacket platforms due to the incorporation of the aging effects of piles. ARPN J Eng Appl Sci 11(4):2602-2606 http://www.arpnjournals.org/jeas/research_papers/rp_2016/jeas_0216_3691.pdf
Gierlinski JT, Sears RJ, Shetty NK (1993) Integrity assessment of fixed offshore structures:a case study using rasos software. The 12th International Conference on Offshore Mechanics and Arctic Engineering (OMAE 1993), 20-24 June, Glasgow
Golafshani AA, Bagheri V, Ebrahimian H, Holmas T (2011) Incremental wave analysis and its application to performance-based assessment of jacket platforms. J Constr Steel Res 67(10):1649-1657. https://doi.org/10.1016/j.jcsr.2011.04.008
Guang-Yu Z (1988) Wave equation applications for piles in soft ground. The 3rd International Conference on the Application of Stress-wave Theory to Piles, 25-27 may, Ottawa, Canada
Guenard YF, Cornell CA, Bea RG, Rackwitz R (1984) Application of system reliability analysis to offshore structures (Standford University report no 71). Stanford University, Stanford
H?brekke S, Bodsberg L, Hokstad P, Ersdal G (2011) Issues for consideration in life extension and managing ageing facilities. The 30th International Conference on Ocean, Offshore and Arctic Engineering (OMAE 2011), 19-24 June, Rotterdam
Hajialilue-Bonab M, Levacher D, Chazelas JL, Kaynia AM (2013) Static and dynamic behavior of laterally loaded single piles and determination of P-Y curves. Asian J Civil Eng (BHRC) 14(6):899-916 https://pdfs.semanticscholar.org/958f/a091f88cd361598b8ffe83fad616ba1fe8e6.pdf?_ga=2.127723597.196045463.1598791769-926310604.1595797586
Hansen K, Gudmestad OT (2001) Reassessment of jacket type of platforms subject to wave-in-deck forces-current practice and future development. The 11th International Offshore and Polar Engineering Conference (ISOPE 2001), 17-22 June, Stavanger, Norway
Hasofer AM, Lind MC (1974) An exact and invariant first order reliability format. J Eng Mech 100(1):111-121
Heideman JC (1980) Parametric response model for wave/current joint probability (submitted to American Petroleum Institute Technical Advisory Committee TAC), 88-20
Hellan ? (1995) Nonlinear pushover and cyclic analyses in ultimate limit state design and reassessment of tubular steel offshore structures. Norwegian Institute of Technology, Trondheim
ISO (2007) Petroleum and natural gas industries-fixed steel offshore structures (ISO 19902:2007). International Organization for Sandardization, Geneva
Jeanjean P (2009). Re-assessment of P-Y curves for soft clays from centrifuge testing and finite element modeling. Offshore Technology Conference (OTC 2009), 4-7 May, Houston, Texas, USA https://doi.org/10.4043/20158-MS
Jensen JL, Augustesen A, S?rensen CS (2014) The influence of time on bearing capacity of driven piles. In:The 14th Nordiac Geotechnical Meeting, 19-21 may. Sweden, Ystad
Karamchandani AK (1990) New methods in systems reliability. Dissertation, Stanford University, Stanford, CA, USA, Ph.D
Karamchandani A, Cornell CA (1992) Reliability analysis of truss structures with multistate elements. Ⅱ. J Struct Eng 118(4):910-925. https://doi.org/10.1061/(ASCE)0733-9445(1992)118:4(910)
Karunakaran D, Leira BJ, Moan T (1993) Reliability analysis of drag-dominated offshore structures. The 3rd International Offshore and Polar Engineering Conference (ISOPE 1993), 6-11 June, Singapore
Karlsrud K, Clausen CJF, Aas PM (2005) Bearing capacity of driven piles in clay, the NGI approach. The 1st International Symposium on Frontiters in Offshore Geotehcnics (ISFOG 2005), 19-21 September, Perth, Australlia
Karlsrud K, Nadim F (1990) Axial capacity of offshore piles in clay. The 22nd Offshore Technology Conference (OTC 1990), 7-10 May, Houston
Kim DK, Incecik A, Choi HS, Wong EWC, Yu SY, Park KS (2018a) A simplified method to predict fatigue damage of o_shore riser subjected to vortex-induced vibration by adopting current index concept. Ocean Eng 157:401-411. https://doi.org/10.1016/j.oceaneng.2018.03.042
Kim DK, Kim BJ, Seo JK, Kim HB, Zhang XM, Paik JK (2014a) Time-dependent residual ultimate longitudinal strength-grounding damage index (R-D) diagram. Ocean Eng 76:163-171. https://doi.org/10.1016/j.oceaneng.2013.06.023
Kim DK, Kim HB, Park DH, Mohd Hairil M, Paik JK (2020a) A practical diagram to determine the residual longitudinal strength of grounded ship in Northen Sea route. Ships Offshore Struct 15(7):683-700. https://doi.org/10.1080/17445302.2019.1667113
Kim DK, Kim HB, Zhang XM, Li CG, Paik JK (2014b) Ultimate strength performance of tankers associated with industry corrosion addition practices. Int J Naval Archit Ocean Eng 6(3):507-528. https://doi.org/10.2478/IJNAOE-2013-0196
Kim DK, Kim SJ, Kim HB, Zhang XM, Li CG, Paik JK (2015) Ultimate strength performance of bulk carriers with various corrosion additions. Ships Offshore Struct 10(1):59-78. https://doi.org/10.1080/17445302.2014.883957
Kim DK, Lim HL, Cho NK (2020b) An advanced technique to predict time-dependent corrosion damage of onshore, offshore, nearshore and ship structures:part Ⅱ=application to the ship’s ballast tank. Int J Naval Archit Ocean Eng 12:657-666. https://doi.org/10.1016/j.ijnaoe.2020.07.002
Kim DK, Lim HL, Kim MS, Hwang OJ, Park KS (2017a) An empirical formulation for predicting the ultimate strength of stiffened panels subjected to longitudinal compression. Ocean Eng 140:270-280. https://doi.org/10.1016/j.oceaneng.2017.05.031
Kim DK, Lim HL, Yu SY (2018b) A technical review on ultimate strength prediction of stiffened panels in axial compression. Ocean Eng 170:392-406. https://doi.org/10.1016/j.oceaneng.2018.10.022
Kim DK, Lim HL, Yu SY (2019a) Ultimate strength prediction of T-bar stiffened panel under longitudinal compression by data processing:a refined empirical formulation. Ocean Eng 192:106522. https://doi.org/10.1016/j.oceaneng.2019.106522
Kim DK, Ng WCK, Hwang OJ (2018c) An empirical formulation to predict maximum deflection of blast wall under explosion. Struct Eng Mech 68(2):237-245. https://doi.org/10.12989/sem.2018.68.2.237
Kim DK, Park DK, Kim HB, Seo JK, Kim BJ, Paik JK, Kim MS (2012a) The necessity of applying the common corrosion addition rule to container ships in terms of ultimate longitudinal strength. Ocean Eng 49:43-55. https://doi.org/10.1016/j.oceaneng.2012.04.012
Kim DK, Park DK, Kim JH, Kim SJ, Kim BJ, Seo JK, Paik JK (2012b) Effect of corrosion on the ultimate strength of double hull oil tankers-part I:stiffened panels. Struct Eng Mech 42(4):507-530. https://doi.org/10.12989/sem.2012.42.4.507
Kim DK, Park DK, Park DH, Kim HB, Kim BJ, Seo JK, Paik JK (2012c) Effect of corrosion on the ultimate strength of double hull oil tankers-part Ⅱ:hull girders. Struct Eng Mech 42(4):531-549. https://doi.org/10.12989/sem.2012.42.4.531
Kim DK, Pedersen PT, Paik JK, Kim HB, Zhang XM, Kim MS (2013a) Safety guidelines of ultimate hull girder strength for grounded container ships. Saf Sci 59:46-54. https://doi.org/10.1016/j.ssci.2013.04.006
Kim DK, Poh BY, Lee JR, Paik JK (2018d) Ultimate strength of initially deflected plate under longitudinal compression:part I=an advanced empirical formulation. Struct Eng Mech 68:247-259. https://doi.org/10.12989/sem.2018.68.2.247
Kim DK, Wong EWC, Cho NK (2020c) An advanced technique to predict time-dependent corrosion damage of onshore, offshore, nearshore and ship structures:part I=generalisation. Int J Naval Archit Ocean Eng 12:657-666. https://doi.org/10.1016/j.ijnaoe.2020.06.007
Kim DK, Wong EWC, Lee EB, Yu SY, Kim YT (2019b) A method for the empirical formulation of current profile. Ships Offshore Struct 14(2):176-192. https://doi.org/10.1080/17445302.2018.1488340
Kim DK, Yu SY, Lim HL, Cho NK (2020d) Ultimate compressive strength of stiffened panel:an empirical formulation for flat-bar type. J Mar Sci Eng 8(8):605. https://doi.org/10.3390/jmse8080605
Kim DK, Zalaya MA, Mohd MH, Choi HS, Park KS (2017b) Safety assessment of corroded jacket platform considering decommissioning event. Int J Automot Mech Eng 14(3):4462-4485. https://doi.org/10.15282/ijame.14.3.2017.6.0353
Kim DS, Ok SY, Song J, Koh HM (2013b) System reliability analysis using dominant failure modes identified by selective searching technique. Reliab Eng Syst Saf 119:316-331. https://doi.org/10.1016/j.ress.2013.02.007
Kim SH, Na SW (1997) Response surface method using vector projected sampling points. Struct Saf 19(1):3-19. https://doi.org/10.1016/S0167-4730(96)00037-9
Kim YT, Kim DK, Choi HS, Yu SY, Park KS (2017c) Fatigue performance of Deepwater steel catenary riser considering nonliner soil. Struct Eng Mech 61(6):737-746. https://doi.org/10.12989/sem.2017.61.6.737
Kolios AI (2010) A multi-configuration approach to reliability based structural integrity assessment for ultimate strength. Dissertation, Cranfield University, UK, Ph.D
Kolios A, Brennan FP (2009) Reliability based design for novel offshore structures. The 3rd International Conference of Integrity, Reliability and Failure, 20-24 July, Porto, Portugal
Komurka VE, Wagner AB, Edil T (2003) Estimating soil/pile set-up (Wisconsin Highway Research Program Report No. 0092-00-14). Wisconsin Department of Transportation, Wisconsin, USA
Krawinkler H, Seneviratna GDPK (1998) Pros and cons of a pushover analysis of seismic performance evaluation. Eng Struct 20(4-6):452-464. https://doi.org/10.1016/S0141-0296(97)00092-8
Krieger WF, Banon H, Lloyd JR, De RS, Digre KA, Nair D, Guynes SJ (1994) Process for assessment of existing platforms to determine their fitness for purpose. The 26th Offshore Technology Conference (OTC 1994), 2-5 May, Houston
Kurian VJ, Goh SS, Wahab MMA, Liew MS (2014a) Reliability assessment model for aging jacket structures in Malaysian waters. Appl Mech Mater 567:283-288. https://doi.org/10.4028/www.scientific.net/AMM.567.283
Kurian VJ, Nizamani Z, Liew MS (2013a) Bayesian updating for probability of failure of jacket platforms in Malaysia. The Business Engineering and Industrial Applications Colloquium (BEIAC 2013), 7-9 April, Langkawi
Kurian VJ, Nizamani Z, Liew MS (2013b) Modelling for uncertainties in resistance for jacket platforms in Malaysia. Res J Appl Sci Eng Technol 5(3):750-759 http://citeseerx.ist.psu.edu/viewdoc/download?doi=10.1.1.1077.1969&rep=rep1&type=pdf
Kurian VJ, Wahab MMA, Kheang TS, Liew MS (2014b) System reliability of existing jacket platform in Malaysian water (failure path and system reliability index). Appl Mech Mater 567:307-312. https://doi.org/10.4028/www.scientific.net/AMM.567.307
Kurian VJ, Yassir MA, Harahap ISH (2012) Dynamic response of semisubmersibles with damaged mooring lines. The 22nd International Offshore and Polar Engineering Conference (ISOPE 2012), June 17-22, Rhodes
Lacasse S, Nadim F, Andersen KH, Knudsen S, Eidsvig UK, Yetginer GL, Guttormsen T, Eide A (2013a). Reliability of API, NGI, ICP and Fugro axial pile capacity calculation methods. The 45th Offshore Technology Conference (OTC 2013), 6-9 May, Houston
Lacasse S, Nadim F, Langford T, Knudsen S, Yetginer GL, Guttormsen TR, Eide A (2013b) Model uncertainty in axial pile capacity design methods. The 45th Offshore Technology Conference (OTC 2013), 6-9 May, Houston
Lambert RJW, Mytilinaios I, Maitland L, Brown AM (2012) Monte Carlo simulation of parameter confidence intervals for non-linear regression analysis of biological data using Microsoft excel. Comput Methods Prog Biomed 107(2):155-163. https://doi.org/10.1016/j.cmpb.2011.05.009
Lebas G, Lacasse S, Cornell CA (1992) Response surfaces for reliability analysis of jacket structures. The 11th International Conference on Offshore Mechanics and Arctic Engineering (OMAE 1992), 17-22 June, Calgary
Lee YJ (2012) Finite-element-based system reliability analysis and updating of fatigue-induced sequential failures. Ph.D. dissertation, University of Illinois at Urbana-Champaign, Champaign
Lied EKW (2010) A study of time effects on pile capacity (NGI report). Norwegian Geotechnical Institute, Norway
Liu JC, Sue ML, Kou CH (2009) Estimating the strength of concrete using surface rebound value and design parameters of concrete material. Tamkang J Sci Eng 12(1):1-7. https://doi.org/10.6180/JASE.2009.12.1.01
Madsen HO, S?rensen JD, Olesen R (1989) Optimal inspection planning for fatigue damage of offshore structures. The 5th International Conference on Structural Safety & Reliability (ICOSSAR 1989), 7-11 August, San Francisco, California, USA
Mark M, Etterdal B, Grigorian H (2001) Structural reliability assessment of Ekofisk jackets under extreme loading. The 33rd Offshore Technology Conference (OTC 2001), 30 April-3 May, Houston
Marshall PW (1979) Strategy for monitoring, inspection and repair for fixed offshore platforms. Proceedings of the Conference on the Behavior of Offshore Structures (BOSS 1979), London, UK:97-109
Mayeetae Z, Liew MS, Abdullah MN (2012) Validating hindcast metocean parameter with measured environmental loads of Malaysian water. The 1st International Conference on Civil, Offshore & Environmental Engineering (ICCOEE 2012), 12-14 June, Kuala Lumpur
Melchers RE (1997) Modeling of marine corrosion of steel specimens. ASTM Spec Tech Publication 1300:20-33. https://doi.org/10.1520/STP11356S
Melchers RE (1998) Probabilistic modelling of immesion marine corrosion. In:Shimozuka M, Wen YK (eds) Shiraishi N. Balkema, Structural Safety and Reliability, pp 1143-1149
Melchers RE (1999) Structural reliability analysis and prediction. Wiley & Sons, Chichester
Melchers RE (2005) The effect of corrosion on the structural reliability of steel offshore structures. Corros Sci 47(10):2391-2410. https://doi.org/10.1016/j.corsci.2005.04.004
Melchers RE, Ahammed M, Middleton C (2003) FORM for discontinuous and truncated probability density functions. Struct Saf 25(3):305-313. https://doi.org/10.1016/S0167-4730(03)00002-X
Meng D, Hu Z, Wu P, Zhu SP, Correia JAFO, De Jesus AMP (2020) Reliability-based optimisation for offshore structures using saddlepoint approximation. Proc Inst Civ Eng Marit Eng 173(2):33-42. https://doi.org/10.1680/jmaen.2020.2
Moan T (2000) Recent research and development relating to platform requalification. J Offshore Mech Arctic Eng 122(1):20-32. https://doi.org/10.1115/1.533720
Moan T, V?rdal OT, Johannesen JM (2000) Probabilistic inspection planning of fixed offshore structures. Proceedings of ICASP8, Sydney, pp. 191-200
Mohd Hairil M, Kim DK, Kim DW, Paik JK (2014) A time-variant corrosion wastage model for subsea gas pipelines. Ships Offshore Struct 9(2):161-176. https://doi.org/10.1080/17445302.2013.770724
Mohd Hairil M, Zalaya MA, Latheef M, Choi HS, Rahman MAA, Kim DK (2019) Ultimate bending capacity of aged fixed platform by considering the effect of marine fouling. Lat Am J Solid Struct 16(5):e182. https://doi.org/10.1590/1679-78255479
Morandi AC, Frieze PA, Birkinshaw M, Smith D, Dixon AT (2015) Reliability of fixed and jack-up structures:a comparative study. The International Conference on the Behavior of Offshore Structures (BOSS 1979), 28-31 August, London, UK, 111-126
Mortazavi MM, Bea RG (1995) Screening methodologies for use in platform assessments and requalifications. University of California, Berkely
Moses F (1987) Application of reliability to formulation of fixed offshore design codes. The Marine Structural Reliability Engineering Symposium (organised by The Society of Naval Architects and Marine Engineers, SNAME), 5-6 October, Arlington, VA, USA
Moses F (1997) Problems and prospects of reliability-based optimization. Eng Struct 19(4):293-301. https://doi.org/10.1016/S0141-0296(97)83356-1
Moses F, Stahl B (1979) Reliability analysis format for offshore structures. J Pet Technol 31(3):347-354. https://doi.org/10.2118/7203-PA
Mostafa YE, Hesham EI, Naggar M (2004) Response of fixed offshore platforms to wave and current loading including soil-structure interaction. Soil Dyn Earthq Eng 24(4):357-368. https://doi.org/10.1016/j.soildyn.2003.11.008
Mour?o A, Correia JAFO, ávila B, Oliveira C, Ferradosa T, Carvalho H (2020) A combined high- and low-cycle fatigue damage evaluation using local damage parameters for an offshore jacket-type structure. Marit Eng-ICE 173(2):43-57. https://doi.org/10.1680/jmaen.2019.24
Mour?o A, Correia JAFO, Castro JM, Correia M, Lesiuk G, Fantuzzi N, De Jesus AMP, Calcada RAB (2019) Fatigue damage analysis of offshore structures using hot-spot stress and notch strain approaches. Mater Res Proc 12(146-154):10.21741/9781644900215-10.21741/9781644900221
Mousavi ME, Gardoni P (2014) A simplified method for reliability-and integrity-based design of engineering systems and its application to offshore mooring systems. Mar Struct 36:88-104. https://doi.org/10.1016/j.marstruc.2014.02.001
Mreide TH, Amdahl J, Granliand T, Astrud OC (1986) Collapse analysis of framed offshore structures. The 18th Offshore Technology Conference (OTC 1986), 5-8 May, Houston
Mustaffa Z, Gelder PV, Dawotola AW, Yu SY, Kim DK (2018) Reliability assessment for corroded pipelines in series consdiering length-scale effects. Int J Automot Mech Eng 15(3):5607-5624. https://doi.org/10.15282/ijame.15.3.2018.16.0431
Ng CY, Kurian VJ, Yassir MEA (2011) Regression Analysis for the Dynamic Responses of Semi-Submersible Platform. The 7th International Conference on Steel and Aluminium Structures (ICSAS 2011), 13-15 July, Kuching, Sarawak
Ng WK, Selamat MR, Choong KK (2010) Soil/pile set-up effects on driven pile in malaysian soil. Electron J Geotech Eng 15:1-11 http://ejge.com/2010/Ppr10.003.pdf
Nichols NW, Goh TK, Bahar H (2006) Managing structural integrity for ageing platform. The SPE Asia Pacific Oil & Gas Conference and Exhibition, 11-13 September, Adelaide, Australia
Nikolaidis E, Ghiocel DM, Singhal S (2014) Engineering design reliability handbook. CRC Press, London
Niu XN, Wickham AHS, Frieze PA (1990) Fracture mechanics and simplified analyses in probabilistic remaining life calculations for jacket structures. The 4th International Symposium on Integrity of Offshore Structures, 2-3 July, Glasgow, Scotland
Nordal H, Cornell CA, Karamchandani A (1987) A structural system reliability case study of an eight-leg steel jacket offshore production platform. The Marine Structural Reliability Symposium, 5-6 October, Arlington, VA, USA
Olufsen A, Leira BJ, Moan T (1992) Uncertainty and reliability analysis of jacket platform. J Struct Eng 118(10):2699-2715. https://doi.org/10.1061/(ASCE)0733-9445(1992)118:10(2699)
Onoufriou T (1999) Reliability based inspection planning of offshore structures. Mar Struct 12(7):521-539. https://doi.org/10.1016/S0951-8339(99)00030-1
Onoufriou T, Frangopol DM (2002) Reliability-based inspection optimization of complex structures:a brief retrospective. Comput Struct 80(12):1133-1144. https://doi.org/10.1016/S0045-7949(02)00071-8
Onoufriou T, Forbes VJ (2001) Developments in structural system reliability assessments of fixed steel offshore platforms. Reliab Eng Syst Saf 71(2):189-199. https://doi.org/10.1016/S0951-8320(00)00095-8
Paik JK, Kim DK (2012) Advanced method for the development of an empirical model to predict time-dependent corrosion wastage. Corros Sci 63:51-58. https://doi.org/10.1016/j.corsci.2012.05.015
Paik JK, Kim DK, Park DH, Kim HB, Kim MS (2012) A new method for assessing the safety of ships damaged by grounding. Int J Marit Eng 154(A1):1-20. https://doi.org/10.3940/rina.ijme.2012.al.218
Paik JK, Kim DK, Park DH, Kim HB, Mansour AE, Caldwell JB (2013) Modified Paik-Mansour formula for ultimate strength calculations of ship hulls. Ships Offshore Struct 8:245-260. https://doi.org/10.1080/17445302.2012.676247
Paik JK, Thayamballi AK, Lee JM (2004) Effect of initial deflection shape on the ultimate strength behavior of welded steel plates under biaxial compressive loads. J Ship Res 48(1):45-60
Park DK, Kim DK, Seo JK, Kim BJ, Ha YC, Paik JK (2015a) Operability of non-ice class aged ships in the Arctic Ocean-part I:ultimate limit state approach. Ocean Eng 102:197-205. https://doi.org/10.1016/j.oceaneng.2014.12.040
Park DK, Kim DK, Seo JK, Kim BJ, Ha YC, Paik JK (2015b) Operability of non-ice class aged ships in the Arctic Ocean-part Ⅱ:accidental limit state approach. Ocean Eng 102:206-215. https://doi.org/10.1016/j.oceaneng.2015.04.038
Petruska DJ, Berek EP, Ingersoil RW, Valdivieso JB (1994) Assessment of vermilion 46-a platform. The 26th Offshore Technology Conference (OTC 1994), 2-5 May, Houstan
Petrauskas C, Botelho DL (1994) A reliability model for offshore platforms and its application to ST151 "H" and "K" platforms during Hurricane Andrew (1992). The International Conference on the Behaviour of Offshore Structures (BOSS 1994), 12-15 July. Massachusetts, USA
PTS (2010) Design of fixed offshore structures (PTS 34.19.10.30). PETRONAS Technical Standards, Kuala Lumpur, Malaysia
Pueksap-anan P (2010) Sensitivity study for RSR of fixed offshore steel type platforms. MS.c. Dissertation, Asian Institute of Technology, Pathum Thani, Thailand
Qin S, Cui W (2003) Effect of corrosion models on the time-dependent reliability of steel plated elements. Mar Struct 16(1):15-34. https://doi.org/10.1016/S0951-8339(02)00028-X
Rausche F, Robinson B, Likins G (2004) on the prediction of long term pile capacity from end-of-driving information. Contributions in honor of George G. Gobel (organised by ASCE), 27-31 July, Los Angeles, California
Rashed SMH (1980) Behaviour to ultimate strength of tubular offshore structures by the idealized structural unit method (report SK, 51). Norwegian Institute of Technology, Trondheim, Norway
Seber GAF, Wild CJ (2003) Nonlinear regression. Wiley, Hoboken, NJ, USA
Shabakhty N (2004) Durable reliability of jack-up platforms. Dissertation, Delft University of Technology, Delft, Netherlands, Ph.D
Shabakhty N, Boonstra H, van Gelder P (2003) System reliability of jack-up structures based on fatigue degradation. T Bedford & van Gelder (Eds.), safety and reliability, 1437-1445
Shao S, Murotsu Y (1999) Approach to failure mode analysis of large structures. Probabilistic Eng Mech 14(1-2):169-177. https://doi.org/10.1016/S0266-8920(98)00028-9
Skallerud B, Amdahl J (2002) Nonlinear analysis of offshore structures. Research Studies Press Ltd., Hertfordshire
Skov R, Denver H (1988) Time-dependence of bearing capacity of piles. The 3rd International Conference on the Application of Stress-wave Theory to Piles, 25-27 may, Ottawa, Canada
Sohn JM, Kim SJ (2019) Dynamic structural response characteristics of new concept blast walls under hydrocarbon explosions. Latin Am J Soild Struct 16(2):e161. https://doi.org/10.1590/1679-78255351
Solland G, Sigurdsson G, Ghosal A, Veritas DN (2011) Life extension and assessment of existing offshore structures. The SPE Project and Facilities Challenges Conference at METS, 13-16 February, Doha, Qatar
Southwell CR, Bultman JD, Hummer CW (1979) Estimating service life of steel in seawater. Seawater Corrosion Handbook, Park Ridge
Spiess AN, Neumeyer N (2010) An evaluation of R2 as an inadequate measure for nonlinear models in pharmacological and biochemical research:a Monte Carlo approach. BMC Pharmacol 10(6):1-11. https://doi.org/10.1186/1471-2210-10-6
Stear JD, Bea RG (1997) Evaluating simplified analysis approaches for estimating the load capacities of Gulf of Mexico jacket-type platforms. The 16th International Conference on Offshore Mechanics and Arctic Engineering (OMAE 1997), 13-17 April, Yokohama
Straub D, Papaioannou I (2014) Bayesian updating with structural reliability methods. J Eng Mech 141(3):04014134. https://doi.org/10.1061/(ASCE)EM.1943-7889.0000839
Sturm A, Bea R, Miller T (1997) Reassessment and requalification of two Gulf of Mexico platforms. The 7th International Conference on Offshore and Polar Engineering (ISOPE 1997), 25-30 May, Honolulu
Svinkin MR (1996) Overcoming soil uncertainty in prediction of construction and industrial vibrations. Proceedings of the uncertainty in the geologic environment:from theory to practice, C.D. Shackelford, P. Nelson, and M.J.S. Roth (Eds.). Geotechnical Special Publications 58(2):1178-1194
Svinkin MR, Skov R (2000) Set-up effect of cohesive soils in pile capacity. The 6th International Conference on Application of Stress-wave Theory to Piles, 11-13 September, Sao Paulo, Brasil
To?an V, Karadeniz H, Dalo?lu AT (2010) An integrated framework including distinct algorithms for optimization of offshore towers under uncertainties. Reliab Eng Syst Saf 95(8):847-858. https://doi.org/10.1016/j.ress.2010.03.009
Tromans PS, van de Graaf JW (1994) Substantiated risk assessment of jacket structure. J Waterw Port Coast Ocean Eng 120(6):535-556. https://doi.org/10.1061/(ASCE)0733-950X(1994)120:6(535)
Tromans PS, Vanderschuren L (1995) Response based design conditions in the north sea:application of a new method, The 27th Offshore Technology Conference (OTC 1995), 1-4 may. Houston
Ueda Y, Rashed SMH (1975) An ultimate transverse strength analysis of ship structures. J Soc Naval Archit Japan 13:87-104 https://trid.trb.org/view/148397
van de Graaf JW, Tromans PS (1991) Statistical verification of predicted loading and ultimmate strength against observed storm damage for an offshore structure. The 23rd Offshore Technology Conference (OTC 1991), 6-9 May, Houstan
van de Graaf JW, Tromans PS, Vanderschuren L, Jukui BH (1996) Failure probability of a jack-up under environmental loading in the Central North Sea. Mar Struct 9(1):3-24. https://doi.org/10.1016/0951-8339(95)00001-M
Vannan MT, Thompson HM, Griffin JJ, Gelpi SL (1994) An automated procedure for platform strength assessment. The 26th Offshore Technology Conference (OTC 1994), 2-5 May, Houston
Veritas N (1992) Structural reliability analysis of marine structures (report). Det Norske Veritas (DNV), Oslo, Norway
Visser RC (1995) Reassessment of platforms in cook inlet, Alaska, The 27th Offshore Technology Conference (OTC 1995), 1-4 may, Houstan
Westlake HS, Puskar FJ, O’Connor PE, Bucknell JR (2006) The Role of Ultimate strength assessments in the structural integrity management (SIM) of offshore structures. The 38th Offshore Technology Conference (OTC 2006), 1-4 May, Houston
Wong EWC, Kim DK (2018) A simplified method to predict fiatuge damage of TTR subjected to short-term VIV using artificial neural network. Adv Eng Softw 126:100-109. https://doi.org/10.1016/j.advengsoft.2018.09.011
Yoo KK, Bacarreza O, Ferri Aliabadi MH (2020) A novel multi-fidelity modelling-based framework for reliability-based design optimisation of composite structures. Eng Comput, In-press https://doi.org/10.1007/s00366-020-01084-x
Youssef SAM, Faisal M, Seo JK, Kim BJ, Ha YC, Kim DK, Paik JK, Cheng F, Kim MS (2016) Assessing the risk of ship hull collapse due to collision. Ships Offshore Struct 11(4):335-350. https://doi.org/10.1080/17445302.2014.993110
Yu SY, Choi HS, Lee SK, Do CH, Kim DK (2013) An optimum design of on-bottom stability of offshore pipelines on soft clay. Int J Naval Archit Ocean Eng 5(4):598-613
Yu SY, Choi HS, Lee SK, Park KS, Kim DK (2015) Nonlinear soil parameter effects on dynamic embedment of offshore pipeine on soft clay. Int J Naval Archit Ocean Eng 7(2):227-243
Yu SY, Choi HS, Park KS, Kim YT, Kim DK (2017) Advanced procedure for estimation of pipeline embedment on soft clay seabed. Struct Eng Mech 62(4):381-389
Yu X (1996) Reliability and durability based design sensitivity analysis and optimization. Ph.D. Dissertation, University of Iowa, Iowa City, IA, USA
Zafarullah N (2013) Environmental load factors and system strength evaluation of jacket platforms in offshore Malaysia. Ph.D. Dissertation, Universiti Teknologi PETRONAS, Seri Iskandar, Perak
Zaghloul H (2008) Calibration of deterministic parameters for reassessment of offshore platforms in the Arabian gulf using reliability-based method. Dissertation, The University of Western Australia, Crawley, WA, Australia, Ph.D
Zhang MQ, Beer M, Quek ST, Choo YS (2010) Comparison of uncertainty models in reliability analysis of offshore structures under marine corrosion. Struct Saf 32(6):425-432. https://doi.org/10.1016/j.strusafe.2010.04.003

Memo

Memo:
Received date:2020-01-06;Accepted date:2020-09-24。
Foundation item:This research was supported by the Yayasan Universiti Teknologi PETRONAS (YUTP) (Grant No. 15-8209-054) and Technology Innovation Program (Grant No. 10053121) funded by the Ministry of Trade, Industry & Energy (MI, Korea). This research is part of Dr. Mubarak’s PhD thesis.
Corresponding author:Do Kyun Kim,do.kim@newcastle.ac.uk
Last Update: 2021-04-07