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Original Articles

Performance-based assessment of steel jacket platforms by wave endurance time method

, , , &
Pages 32-42 | Received 09 May 2015, Accepted 21 Sep 2015, Published online: 29 Oct 2015

References

  • Abdel Raheem SE. 2014. Nonlinear behaviour of steel fixed offshore platform under environmental loads. Ships Offshore Struct. doi:10.1080/17445302.2014.954301
  • API RP2A-WSD. 2007. American petroleum institute recommended practice for planning, designing and constructing fixed offshore platforms—working stress design. 21st ed. Washington (DC): American Petroleum Institute.
  • Asgarian B, Ajamy A. 2010. Seismic performance of jacket type offshore platforms through incremental dynamic analysis. J Offshore Mech Arctic Eng.132:031301.
  • Dastan Diznab MA, Jahanmard VR, Tabeshpour MR, Seif MS, Mehdigholi H. 2015. Wave endurance time: a new concept for structural assessment under extreme waves. Proceedings of the Institution of Mechanical Engineers Part M: Journal of Engineering for the Maritime Environment. doi:10.1177/1475090215579329
  • Dastan Diznab MA, Mohajernassab S, Seif MS, Tabeshpour MR, Mehdigholi H. 2014. Assessment of offshore structures under extreme wave conditions by modified endurance wave analysis. Marine Struct.39:50–69.
  • DNV. 2011. Design of offshore steel structures, general (LRFD method). Offshore standard. DNV-OS-C101.
  • Estekanchi HE, Riahi HT, Vafai A. 2011. Application of endurance time method in seismic assessment of steel frames. Eng Struct. 33:2535–2546.
  • 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. 67:1649–1657.
  • Golafshani AA, Ebrahimian H, Bagheri V, Holmas T. 2011. Assessment of offshore platforms under extreme waves by probabilistic incremental wave analysis. J Constr Steel Res. 67:759–769.
  • Golafshani AA, Tabeshpour MR, Komachi Y. 2009. FEMA approaches in seismic assessment of jacket platforms (case study: Ressalat jacket of Persian gulf). J Constr Steel Res. 65:1979–1986.
  • Hariri-Ardebili MA, Sattar S, Estekanchi HE. 2014. Performance-based seismic assessment of steel frames using endurance time analysis. EngStruct. 69:216–234.
  • ISO 19902. 2007. Petroleum and natural gas industries - fixed steel offshore structures. British Standards Institute.
  • Jahanmard VR, Dastan MA, Tabeshpour MR, Seif MS, Mehdigholi H. 2013. Generating time history records based on extreme value of the Persian Gulf condition spectrum in different return period. 5th Annual Offshore Industries Conference; Tehran, Iran. Persian.
  • Karadeniz H, Toğan V, Daloğlu A, Vrouwenvelder T. 2009. Reliability-based optimisation of offshore jacket-type structures with an integrated-algorithms system. Ships Offshore Struct. 5:67–74.
  • Mazaheri S, Ghaderi Z. 2011. Shallow water wave characteristics in Persian Gulf. J Coast Res. SI64:572–575.
  • McKenna F, Fenves GL. 2001. The OpenSees command language manual. Berkeley (CA): University of California Available from: opensees.berkeley.edu
  • Mirzaee A, Estekanchi HE. 2013. Performance-based seismic retrofitting of steel frames by endurance time method. Earthq Spectr. 31:383–402.
  • Moré J. 1978. The Levenberg-Marquardt algorithm: implementation and theory. In: Numerical analysis. Berlin: Springer; p. 105–116.
  • Rolfes MH. 1980. Wave force and structure response: a comparison of theoretical and experimental results using regular and irregular waves. No. USNA-TSPR-108.Annapolis (MD): Naval Academy.
  • Ronalds BF, Trench DJ, Pinna R. 2007. On the relationship between platform topology, topside weight and structural reliability under storm overload. J Constr Steel Res. 63:1016–1023.
  • Tung C. 1986. A study of response and response spectra of offshore structures to regular waves. Appl Ocean Res. 8:38–41.
  • Zeinoddini M, Matin Nikoo H, Estekanchi H. 2012. Endurance wave analysis (EWA) and its application for assessment of offshore structures under extreme waves. Appl Ocean Res.37:98–110.

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