Reliability analysis and Response Based Design of a moored FPSO in West Africa

[1]  M. Rosenblatt.  Remarks on a Multivariate Transformation , 1952 .

[2]  Palle Thoft-Christensen,et al.  Structural Reliability Theory and Its Applications , 1982 .

[3]  S Lacasse,et al.  RESPONSE SURFACES FOR RELIABILITY ANALYSIS OF JACKET STRUCTURES , 1992 .

[4]  S. Winterstein,et al.  Environmental Contours and Extreme Response of Deep-Water Floating Structures , 1995 .

[5]  Satyendra Kumar,et al.  Reliability of Floating Structures: Extreme Response and Load Factor Design , 1995 .

[6]  I. D. Morton,et al.  Extreme value analysis in a multivariate offshore environment , 1996 .

[7]  Henrik O. Madsen,et al.  Structural Reliability Methods , 1996 .

[8]  George Z. Forristall,et al.  Design Current Profiles Using Empirical Orthogonal Function (EOF) and Inverse FORM Methods , 1997 .

[9]  W. K. Rule.  A Response Surface for Structural Optimization , 1997 .

[10]  Hong Li,et al.  An inverse reliability method and its application , 1998 .

[11]  Lance Manuel,et al.  A reliability-based design format for jacket platforms under wave loads , 1998 .

[12]  John M. Niedzwecki,et al.  Estimating extreme tendon response using environmental contours , 1998 .

[13]  Steven R. Winterstein,et al.  Design Seastates for Extreme Response of Jackup Structures , 1998 .

[14]  Steven R. Winterstein,et al.  Reliability of Floating Structures: Extreme Response and Load Factor Design , 1999 .

[15]  M. Asce,et al.  RELIABILITY-BASED PREDICTIONS OF A DESIGN AIR GAP FOR FLOATING OFFSHORE STRUCTURES , 2000 .

[16]  Knut O. Ronold,et al.  Reliability-based design of wind-turbine rotor blades against failure in ultimate loading , 2000 .

[17]  John M. Niedzwecki,et al.  Environmental contour analysis in earthquake engineering , 2000 .

[18]  Caspar N. Heyl,et al.  Extreme Responses of Turret Moored Tankers , 2000 .

[19]  J. K. Vrijling,et al.  Bivariate Statistical Analysis of Wave Climates , 2001 .

[20]  Ove Ditlevsen,et al.  Stochastic model for joint wave and wind loads on offshore structures , 2002 .

[21]  R. G. Standing,et al.  Benefits of Applying Response-Based Design Methods to Deepwater FPSOs , 2002 .

[22]  G. Sigurdsson,et al.  Reliability Reassessment of a Jacket Platform With Gas Seepage in the South China Sea , 2003 .

[23]  Atilla Incecik,et al.  Seakeeping Analysis of a Turret-Moored FPSO by Using Artificial Neural Networks , 2003 .

[24]  Mark Cassidy,et al.  Probabilistic models applicable to the short-term extreme response analysis of jack-up platforms , 2003 .

[25]  N. Gayton,et al.  CQ2RS: a new statistical approach to the response surface method for reliability analysis , 2003 .

[26]  Robert Spong,et al.  Comparative Risk Analysis of Two FPSO Mooring Configurations , 2003 .

[27]  V. Raizer,et al.  Theory of reliability in structural design , 2004 .

[28]  G. Schuëller,et al.  Reliability of structures in high dimensions, part I: algorithms and applications , 2004 .

[29]  G. Kleiven,et al.  Met-Ocean Contour Lines For Design; Correction For Omitted Variability In the Response Process , 2004 .

[30]  Franck Legerstee,et al.  Directional Metocean Criteria for Mooring and Structural Design of Floating Offshore Structures , 2004 .

[31]  Sverre Haver,et al.  Environmental Contour Lines for Design Purposes: Why and When? , 2004 .

[32]  J. K. Vrijling,et al.  Bivariate description of offshore wave conditions with physics-based extreme value statistics , 2004 .

[33]  Nicolas Gayton,et al.  Calibration methods for reliability-based design codes , 2004 .

[34]  Lance Manuel,et al.  Efficient models for wind turbine extreme loads using inverse reliability , 2004 .

[35]  Bernt J. Leira,et al.  Application of response surfaces for reliability analysis of marine structures , 2005, Reliab. Eng. Syst. Saf..

[36]  I. Kaymaz,et al.  A response surface method based on weighted regression for structural reliability analysis , 2005 .

[37]  L. Schueremans,et al.  Benefit of splines and neural networks in simulation based structural reliability analysis , 2005 .

[38]  Said Mazaheri,et al.  Response-based method for determining the extreme behaviour of floating offshore platforms , 2005 .

[39]  Michel Francois,et al.  Multi-variate I-FORM Contours For the Design of Offshore Structures (Practical Methodology And Application to a West Africa FPSO) , 2007 .

[40]  Marc Prevosto,et al.  Joint distributions of Wind/Waves/Current in West Africa and derivation of multivariate extreme I-FORM contours , 2007 .