Seismic performance assessment of fixed offshore structures by endurance time method

References

• API RP 2A. 2007. Recommended practice for planning, design and constructing fixed offshore platforms. Washington, DC: American Petroleum Institute.
   Google Scholar
• Asgarian B, Ajamy A. 2010. Seismic performance of jacket type offshore platforms through incremental dynamic analysis. J Offshore Mech Arct Eng. 132(3):031301. doi: 10.1115/1.4000395
   Web of Science ®Google Scholar
• Bazzurro P, Cornell CA, Shome N, Carballo JE. 1998. Three proposals for characterizing MDOF nonlinear seismic response. J Struct Eng. 124(11):1281–1289. doi: 10.1061/(ASCE)0733-9445(1998)124:11(1281)
   Web of Science ®Google Scholar
• Dastan Diznab MA, Jahanmard V, Tabeshpour MR, Seif MS, Mehdigholi H. 2016. Wave endurance time: a new concept for structural assessment under extreme waves. Proc Inst Mech Eng M J Eng Maritime Environ. 230(2):364–377.
   Web of Science ®Google Scholar
• 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. Mar Struct. 39(0):50–69. doi: 10.1016/j.marstruc.2014.06.003
   Google Scholar
• De Risi R, Bhattacharya S, Goda K. 2018. Seismic performance assessment of monopile-supported offshore wind turbines using unscaled natural earthquake records. Soil Dyn Earthq Eng. 109:154–172. doi: 10.1016/j.soildyn.2018.03.015
   Web of Science ®Google Scholar
• Estekanchi HE, Alembagheri M. 2012. Seismic analysis of steel liquid storage tanks by endurance time method. Thin-Walled Struct. 50(1):14–23. doi: 10.1016/j.tws.2011.08.015
   Web of Science ®Google Scholar
• Estekanchi HE, Riahi H, Vafai A. 2009. Endurance time method: exercise test applied to structures. Asian J Civ Eng (Building and Housing). 10(5):559–577.
   Google Scholar
• Estekanchi HE, Riahi HT, Vafai A. 2011. Application of endurance time method in seismic assessment of steel frames. Eng Struct. 33(9):2535–2546. doi: 10.1016/j.engstruct.2011.04.025
   Web of Science ®Google Scholar
• Estekanchi HE, Vafai A, Sadeghazar M. 2004. Endurance time method for seismic analysis and design of structures. Sci Iran. 11(4):361–370.
   Google Scholar
• Estekanchi HE, Valamanesh V, Vafai A. 2007. Application of endurance time method in linear seismic analysis. Eng Struct. 29(10):2551–2562. doi: 10.1016/j.engstruct.2007.01.009
   Web of Science ®Google Scholar
• FEMA 440. 2005. Improvement of nonlinear static seismic analysis procedures. Washington, DC: Federal Emergency Management Agency.
   Google Scholar
• FEMA P695. 2009. Quantification of building seismic performance factors. Washington, DC: Federal Emergency Management Agency.
   Google Scholar
• Giri P, Bannerjee J. 2008. Introduction to statistics. Sixth ed. Kolkata: Academic Publishers.
   Google Scholar
• 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(10-11):1979–1986. doi: 10.1016/j.jcsr.2009.06.005
   Web of Science ®Google Scholar
• Hariri-Ardebili MA, Saouma V. 2014. Quantitative failure metric for gravity dams. Earthq Eng Struct Dyn. 44(3):461–480. doi: 10.1002/eqe.2481
   Web of Science ®Google Scholar
• Hariri-Ardebili MA, Sattar S, Estekanchi HE. 2014. Performance-based seismic assessment of steel frames using endurance time analysis. Eng Struct. 69(0):216–234. doi: 10.1016/j.engstruct.2014.03.019
   Google Scholar
• Hasani H, Golafshani A, Estekanchi H. 2017. Seismic performance evaluation of jacket-type offshore platforms using endurance time method considering soil-pile-superstructure interaction. Sci Iran Trans A Civil Eng. 24(4):1843.
   Google Scholar
• Honarvar M, Bahaari M, Asgarian B, Alanjari P. 2007. Cyclic inelastic behavior and analytical modelling of pile–leg interaction in jacket type offshore platforms. Appl Ocean Res. 29(4):167–179. doi: 10.1016/j.apor.2008.02.001
   Web of Science ®Google Scholar
• ISO 19901-2 2004. Petroleum and natural gas industries – specific requirements for offshore structures – part 2: seismic design procedures and criteria. Geneva: International Organization for Standardization.
   Google Scholar
• Jahanmard V, Dastan Diznab MA, Mehdigholi H, Tabeshpour MR, Seif MS. 2017. Performance-based assessment of steel jacket platforms by wave endurance time method. Ships Offsh Struct. 12(1):32–42. doi: 10.1080/17445302.2015.1099245
   Web of Science ®Google Scholar
• Jalayer F, De Risi R, Manfredi G. 2015. Bayesian cloud analysis: efficient structural fragility assessment using linear regression. Bull Earthquake Eng. 13(4):1183–1203. doi: 10.1007/s10518-014-9692-z
   Web of Science ®Google Scholar
• Kim D. 2009. Neuro-control of fixed offshore structures under earthquake. Eng Struct. 31(2):517–522. doi: 10.1016/j.engstruct.2008.10.002
   Web of Science ®Google Scholar
• Kimiaei M, Aghakouchak AA, Shayanfar MA, Naggar MHE. 2006. A practical model for nonlinear seismic response analysis of jacket type fixed offshore platforms. ASME Conf Proc. 2006(47462):187–194.
   Google Scholar
• Li H-N, He X-Y, Yi T-H. 2009. Multi-component seismic response analysis of offshore platform by wavelet energy principle. Coastal Eng. 56(8):810–830. doi: 10.1016/j.coastaleng.2009.02.008
   Web of Science ®Google Scholar
• Mirzaee A, Estekanchi HE, Vafai A. 2012. Improved methodology for endurance time analysis: from time to seismic hazard return period. Scientia Iranica. 19(5):1180–1187. doi: 10.1016/j.scient.2012.06.023
   Web of Science ®Google Scholar
• Mohajernassab S, Dastan Diznab MA, Mehdigholi H, Seif MS, Tabeshpour MR. 2017. Modification of endurance wave analysis based on new-wave theory. Ships Offsh Struct. 12(3):330–340. doi: 10.1080/17445302.2016.1149319
   Web of Science ®Google Scholar
• Nozari A, Estekanchi HE. 2011. Optimization of endurance time acceleration functions for seismic assessment of structures. Iran Univ Sci Technol. 1(2):257–277.
   Google Scholar
• Riahi HT, Estekanchi HE, Vafai A. 2009a. Endurance time method-application in nonlinear seismic analysis of single degree of freedom systems. J Appl Sci. 9(10):1817–1832. doi: 10.3923/jas.2009.1817.1832
   Google Scholar
• Riahi HT, Estekanchi HE, Vafai A. 2009b. Estimates of average inelastic deformation demands for regular steel frames by the endurance time method. Sci Iran. 16(5 A):388–402.
   Web of Science ®Google Scholar
• Taftali B. 2007. Probabilistic seismic demand assessment of steel frames with shape memory alloy connections. Georgia Institute of Technology.
   Google Scholar
• Vamvatsikos D, Cornell CA. 2002. Incremental dynamic analysis. Earthq Eng Struct Dyn. 31(3):491–514. doi: 10.1002/eqe.141
   Web of Science ®Google Scholar
• Zayas VA, Popov EP, Mahin SA. 1980. Cyclic inelastic buckling of tubular steel braces.
   Google Scholar
• 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(0):98–110. doi: 10.1016/j.apor.2012.04.003
   Google Scholar
• Zolfaghari M, Ajamy A, Asgarian B. 2015. A simplified method in comparison with comprehensive interaction incremental dynamic analysis to assess seismic performance of jacket-type offshore platforms. Int J Adv Struct Eng. 7(4):353–364. doi: 10.1007/s40091-015-0103-8
   Google Scholar