Simplified seismic life cycle cost estimation of a steel jacket offshore platform structure
暂无分享,去创建一个
[1] Bruce R. Ellingwood,et al. Risk‐benefit‐based design decisions for low‐probability/high consequence earthquake events in Mid‐America , 2005 .
[2] Shehata E. Abdel Raheem. Nonlinear response of fixed jacket offshore platform understructural and wave loads , 2013 .
[3] Stavros A. Anagnostopoulos. Pile foundation modelling for inelastic earthquake analyses of large structures , 1983 .
[4] Dimitri V. Val,et al. Life-cycle cost analysis of reinforced concrete structures in marine environments , 2003 .
[5] C. Allin Cornell,et al. Probabilistic Basis for 2000 SAC Federal Emergency Management Agency Steel Moment Frame Guidelines , 2002 .
[6] Y. K. Wen,et al. Minimum Building Life-Cycle Cost Design Criteria. I: Methodology , 2001 .
[7] Alfredo H-S. Ang,et al. Cost optimal design of R/C buildings , 2001, Reliab. Eng. Syst. Saf..
[8] C. Cornell,et al. Record Selection for Nonlinear Seismic Analysis of Structures , 2005 .
[9] P Fajfar. STRUCTURAL ANALYSIS IN EARTHQUAKE ENGINEERING- A BREAKTHROUGH OF SIMPLIFIED NONLINEAR METHODS , 2002 .
[10] Gian Michele Calvi,et al. Developing Direct Displacement-Based Procedures for Simplified Loss Assessment in Performance-Based Earthquake Engineering , 2014 .
[11] David De Leon,et al. Determination of optimal target reliabilities for design and upgrading of structures , 1997 .
[12] Nicolas Luco,et al. Does amplitude scaling of ground motion records result in biased nonlinear structural drift responses? , 2007 .
[13] Robert G. Bea,et al. Life-Cycle Reliability Characteristics of Minimum Structures , 1998 .
[14] Jinkoo Kim,et al. Seismic performance of pile-founded fixed jacket platforms with chevron braces , 2015 .
[15] Nicolas Luco,et al. Structure-Specific Scalar Intensity Measures for Near-Source and Ordinary Earthquake Ground Motions , 2007 .
[16] Dimitrios Vamvatsikos,et al. Fast performance uncertainty estimation via pushover and approximate IDA , 2009 .
[17] C. Allin Cornell,et al. Earthquakes, Records, and Nonlinear Responses , 1998 .
[18] Amr S. Elnashai,et al. Probabilistic fragility analysis parameterized by fundamental response quantities , 2007 .
[19] Mohammad Reza Tabeshpour,et al. FEMA approaches in seismic assessment of jacket platforms (case study: Ressalat jacket of Persian gulf) , 2009 .
[20] Masaomi Teshigawara,et al. Development of performance-based building code in Japan : Framework of seismic and structural provisions , 1998 .
[21] Gian Michele Calvi,et al. Simplified seismic performance assessment and implications for seismic design , 2014, Earthquake Engineering and Engineering Vibration.
[22] M. Dolšek. Simplified method for seismic risk assessment of buildings with consideration of aleatory and epistemic uncertainty , 2011 .
[23] Jeom Kee Paik,et al. Modelling of the internal mechanics in ship collisions , 1996 .
[24] James L. Beck,et al. Life-cycle cost optimal design of passive dissipative devices , 2009 .
[25] Bora Gencturk,et al. Life‐cycle cost assessment of RC and ECC frames using structural optimization , 2013 .
[26] Cornell C. Allin,et al. Seismic reliability analysis of structures , 2007 .
[27] Lymon C. Reese,et al. Load Transfer for Axially Loaded Piles in Clay , 1966 .
[28] Eduardo Miranda,et al. Probability-based seismic response analysis , 2005 .
[29] H. Matlock. Correlation for Design of Laterally Loaded Piles in Soft Clay , 1970 .
[30] Manolis Papadrakakis,et al. Performance-based multiobjective optimum design of steel structures considering life-cycle cost , 2006 .
[31] Katsu Goda,et al. Lifecycle cost–benefit analysis of isolated buildings , 2010 .
[32] Julian J. Bommer,et al. Numbers of scaled and matched accelerograms required for inelastic dynamic analyses , 2008 .
[33] Seung-Yul Yun. Performance Prediction and Evaluation of Low Ductility Steel Moment Frames for Seismic Loads , 2000 .
[34] Dayong Zhang,et al. Life-Cycle Cost-Effective Optimum Design of Ice-Resistant Offshore Platforms , 2009 .
[35] Zhang Da-yong. State of the art of structural optimization for offshore platforms , 2005 .
[36] JONATHAN HANCOCK,et al. AN IMPROVED METHOD OF MATCHING RESPONSE SPECTRA OF RECORDED EARTHQUAKE GROUND MOTION USING WAVELETS , 2006 .
[37] Carlos Guedes Soares,et al. Cost and reliability based strategies for fatigue maintenance planning of floating structures , 2001, Reliab. Eng. Syst. Saf..
[38] Beverley Ronalds,et al. Cost-Effective Design Criteria for Australian Monopod Platforms , 2003 .