|تعداد مشاهده مقاله||108,052,606|
|تعداد دریافت فایل اصل مقاله||84,473,323|
Seismic Reliability Analysis of Offshore Fixed Platforms Using Incremental Dynamic Analysis
|Civil Engineering Infrastructures Journal|
|مقاله 1، دوره 51، شماره 2، اسفند 2018، صفحه 229-251 اصل مقاله (1.78 M)|
|نوع مقاله: Research Papers|
|شناسه دیجیتال (DOI): 10.7508/ceij.2018.02.001|
|Mohammad Reza Mohammadizadeh* 1؛ Kazem Vahidi1؛ Hamid Reza Ronagh2|
|1Department of Civil Engineering, Faculty of Engineering, University of Hormozgan, Bandar Abbas, Iran|
|2Centre for Infrastructure Engineering, Western Sydney University|
|It is generally accepted that performance-based design has to be reliability-based. Seismic performance evaluation is based on nonlinear dynamics and reliability theory taking into account uncertainties during analysis. Considering the economic importance of jacket type offshore platforms, the present research aims to assess the seismic performance of offshore steel platforms. In this study, three platforms located in the Persian Gulf were modeled using three dimensional structural modeling tools. Each platform was modeled and analyzed using both rigid and pinned connections. Reliability analysis was performed in accordance with Federal Emergency Management Agency (FEMA) guidelines using the results of incremental dynamic analysis for the three platforms. The results showed that platforms possessing rigid connections provide the desired confidence level of FEMA for the performance level of collapse prevention while only one platform with pinned connections was able to provide the desired confidence level.|
|Incremental Dynamic Analysis؛ Offshore Platforms؛ Performance Levels؛ Seismic Behavior|
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.
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