Seismic Reliability Analysis of Offshore Fixed Platforms Using Incremental Dynamic Analysis

Abdollahzadeh, G. and Malekzadeh, H. (2013). "Response modification factor of coupled steel shear walls", Civil Engineering Infrastructures Journal, 46(1), 15-26.

Abdollahzadeh, G., Sazjini, M. and Asghari, A. (2015). "Seismic fragility assessment of special truss moment frames (STMF) using the capacity spectrum method", Civil Engineering Infrastructures Journal, 48(1), 1-8.

Ajamy, A., Zolfaghari, M.R., Asgarian, B. and Ventura, C.E. (2014). "Probabilistic seismic analysis of offshore platforms incorporating uncertainty in soil–pile–structure interactions", Constructional Steel Research journal, 101, 265-279.

American Petroleum Institute. (2000). "Recommended practice for planning, designing and constructing fixed offshore platforms-working stress design", API Recommended Practice 2A-WSD (RP 2A-SD), 21th Edition, December 2000, Washington D.C., USA.

Asgarian, B., Aghakouchak A.A., Alanjari, P. and Assareh, M.A. (2008). "Incremental dynamic analysis of jacket type offshore      platforms considering soil-pile interaction", The 14th World Conference on Earthquake Engineering, October 12-17, Beijing, China.

Asgarian, B., Sadrinezhad, A. and Alanjari, P. (2010). "Seismic performance evaluation of steel moment resisting frames through incremental dynamic analysis", Constructional Steel Research journal, 66, 178-190.

Asgarian, B., Salehi Golsefidi, E. and Shokrgozar, H.R. (2016). "Probabilistic seismic evaluation of buckling restrained braced frames using DCFD and PSDA methods", Earthquakes  Structures, 10(1), 105-123.

Asgarian, B., and Ajamy, A. (2010). "Seismic performance of jacket type offshore platforms through incremental dynamic analysis", Offshore Mechanics and Arctic Engineering Journal, 132(3), 31-47.

Bertero, V.V. (1977). "Strength and deformation capacities of buildings under extreme environments", Structural Engineering and Mechanics, Pister K.S. (ed.), Prentice-Hall: Englewood Cliffs, NJ, 211-215.

Bertero, R.D. and Bertero, V.V. (2002). "Performance-based seismic engineering: The need for a reliable conceptual comprehensive approach", Earthquake Engineering and Structural Dynamic, 31(3), 627-652.

Bayat, M., Daneshjoo, F. and Nisticò, N. (2015). "A novel proficient and sufficient intensity measure for probabilistic analysis of skewed highway bridges", Structural Engineering and Mechanics, 55(6), 1177-1202.

Bayat, M., Daneshjoo, F., Nisticò, N. and Pejovic, J. (2017). "Seismic evaluation of isolated skewed bridges using fragility function methodology", Computers and Concrete, 20(4), 419-427.

Dastan Diznab, M.A., Mohajernassab, S., Seif, M.S., Tabeshpour, M.R. and Mehdigholi, H. (2014). "Assessment of offshore structures under extreme wave conditions by   modified endurance wave analysis", Marine Structures, 39, 50-69.

Davani, M.R., Hatami, S. and Zare, A. (2016). "Performance-based evaluation of strap-braced cold-formed steel frames using incremental dynamic analysis", Steel and Composite Structures, 21(6), 1369-1388.

Federal Emergency Management Agency. (2000). "FEMA-355F, state of the art report on performance prediction and evaluation of steel moment-frame buildings", Washington D.C., USA.

Golafshani, A.A., Tabeshpour, M.R. and Komachi, Y. (2009). "FEMA approaches in seismic assessment of jacket                  platforms, Case study: Ressalat jacket of Persian Gulf", Journal of Constructional Steel Research, 65(10), 1979-1986.

Golafshani, A., Ebrahimian, H., Bagheri, V. and Holmas, T. (2011). "Assessment of offshore platforms under extreme waves by probabilistic incremental wave analysis", Journal of Constructional Steel Research, 67(10), 759-769.

Hamburger, R.O. and Moehle, J.P. (2002). "State of performance-based engineering in the United States", Technical Report, University of California, Berkeley, USA.

Hezarjaribi, M., Bahaari, M.R., Bagheri, V. and Ebrahimian, H. (2013). "Sensitivity analysis of jacket-type offshore platforms under extreme waves", Journal of Constructional Steel Research, 83, 147-155.

Ibarra, L.F. and Krawinkler, H. (2005). "Global collapse of frame structures under seismic excitations", PEER Report     2005/06, Pacific Earthquake Engineering Research Center, University of California, Berkeley, USA.

Jalayer, F. and Cornell, C.A. (2000). "A technical framework for probability-based demand and capacity factor (DCFD) seismic formats", Report No. RMS-43, RMS Program, Stanford University, Stanford, USA.

Kim, T.W., Foutch, D., LaFave, J. and Wilcoski, J. (2004). "Performance assessment of reinforced concrete structural walls for seismic load", Structural Research Series No. 634, Department of Civil and Environmental Engineering, University of Illinois at Urbana-Champaign Urbana, Illinois.

Komachi, Y., Tabeshpour, M.R. and Golafshani, A.A. (2009)." Assessment of seismic vulnerability of jacket platforms based on the performance", 11th International Conference of Ocean Industries, Kish, Iran (in Persian).

Khorami, M., Khorami, M., Motahar, H., Alvansazyazdi, M., Shariati, M., Jalali, A. and Tahir, M.M. (2017). "Evaluation of the seismic performance of special moment frames using incremental nonlinear dynamic analysis", Structural Engineering and Mechanics, 63(2), 259-268.

Lee, Y.J. and Moon, D.S. (2014). "A new methodology of the development of seismic fragility curves", Smart Structures and Systems, 14(5), 847-867.

Mahmoudi, M., Vatani Oskouie, A. and Havaran, A. (2013).   "The effect of easy-going steel on KBF's seismic behavior", Civil Engineering Infrastructures Journal, 46(1), 81-94.

 Management and Planning Organization of Iran. (2006). "Ports and marine structures design manual (Marine Jackets)", No: 300-9, Tehran, Iran (in Persian).

Maniyar, M.M., Khare, R.K. and Dhakal, R.P. (2009). "Probabilistic seismic performance evaluation of non-seismic RC frame buildings", Structural Engineering and Mechanics, 33(6), 725-745.

Mirtaheri, M.,  Amini, M. and Khorshidi, H. (2017). "Incremental dynamic analyses of concrete buildings reinforced with shape memory alloy", Steel and Composite Structures, 23(1), 95-105.

Pourgharibshahi, A. and Hadavand Khani, A. (2011). "Seismic reliability assessment of jacket offshore platforms", The 13th Marine Industries Conference (MIC2011), 8-11 November, Kish Island, Iran.

Qiao, S., Han, X., Zhou, K. and Li, W. (2017). "Conceptual configuration and seismic performance of high-rise steel braced frame", Steel and Composite Structures, 23(2), 173-186.

Seismosoft. (2013). "SeismoStruct v6.5: A computer program for static and dynamic nonlinear analysis of framed structures", available from http://www.seismosoft.com.

Sistani, A., Asgarian, B. and Jalaeefar, A. (2013). "Reliability analysis of braced frames subjected to near field ground motions", Earthquake Structures, 5(6), 733-751.

Soleimani, M. and Nurzad, A. (2012). "Seismic hazard dissection and estimation of probable earthquake scenarios in Pars specified economic region", 9th International Civil Engineering Congress, Isfahan University of Technology, Iran (in Persian).

Taucer, F.F., Spacone, E. and Filippou, F.C. (1991). "A Fiber beam-column element for seismic response analysis of reinforced concrete structures", Earthquake Engineering Research Center, Report No. UCB/EERC-91/17, December 1991. University of California, Berkeley, USA.

Terzic, V. (2011). "Force-based element vs. displacement-based element", University of California, Berkeley, USA, December.

Vamvatsikos, D. and Cornell, C.A. (2002). "The incremental dynamic analysis and its application to performance-based earthquake engineering", 12th European Conference on Earthquake Engineering, London, Paper No. 479.

Waseem, M. and Spacone, E. (2017). "Fragility curves for the typical multi-span simply supported bridges in northern Pakistan", Structural Engineering and Mechanics, 64(2), 213-223.

Yön, B. (2016). "An evaluation of the seismic response of symmetric steel space buildings", Steel and Composite Structures, 20(2), 399-412.