Chapter 5 – Probabilistic Design of Offshore Structures
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[1] Paolo Boccotti,et al. Relations between characteristic sea wave parameters , 1982 .
[2] Navilkumar Shetty. System reliability of fixed offshore structures under fatigue deterioration , 1992 .
[3] James C. Newman,et al. An empirical stress-intensity factor equation for the surface crack , 1981 .
[4] G. Forristall. On the statistical distribution of wave heights in a storm , 1978 .
[5] Svein Fjeld,et al. RELIABILITY OF OFFSHORE STRUCTURES , 1978 .
[6] John C. Heideman,et al. Static Wave Force Procedure for Platform Design , 1992 .
[7] L. Larsen,et al. The influence of bandwidth on the distribution of heights of sea waves , 1981 .
[8] Torgeir Moan,et al. RELIABILITY-BASED FATIGUE DESIGN CRITERIA FOR OFFSHORE STRUCTURES CONSIDERING THE EFFECT OF INSPECTION AND REPAIR , 1993 .
[9] Ian Jordaan,et al. RATIONALE FOR LOAD SPECIFICATIONS AND LOAD FACTORS IN THE NEW CSA CODE FOR FIXED OFFSHORE STRUCTURES , 1991 .
[10] P.H.J. Verbeek,et al. EXPECTED FATIGUE DAMAGE AND EXPECTED EXTREME RESPONSE FOR MORISON-TYPE WAVE LOADING , 1983 .
[11] T. Moan,et al. A Structural System Reliability Analysis of Jacket Using an Improved Truss Model , 1990 .
[12] M. S. Longuet-Higgins,et al. On the distribution of the heights of sea waves: Some effects of nonlinearity and finite band width , 1980 .
[13] P. S. Tromans,et al. Response based design conditions in the North Sea: Application of a new method , 1995 .
[14] Fred Moses,et al. Reliability Based Design Of Offshore Structures , 1981 .
[15] Finn Kirkemo,et al. Applications of Probabilistic Fracture Mechanics to Offshore Structures , 1988 .
[16] Torgeir Moan,et al. STOCHASTIC AND DETERMINISTIC COMBINATIONS OF STILL WATER AND WAVE BENDING MOMENTS IN SHIPS , 1996 .
[17] C. Guedes Soares,et al. Wave Height Distribution in Mixed Sea States , 2002 .
[18] Arvid Naess. On the distribution of crest to trough wave heights , 1985 .
[19] H. O. Jahns,et al. LONG TERM WAVE PROBABILITIES BASED ON HINDCASTING OF SEVERE STORMS , 1972 .
[20] Torgeir Moan. Reliability-based management of inspection, maintenance and repair of offshore structures , 2005 .
[21] Sadaichi Terada,et al. Failure‐Conditioned Reliability Index , 1988 .
[22] Johannes O. Royset,et al. Extensions of Turkstra's rule and their application to combination of dependent load effects , 2000 .
[23] Arvid Naess,et al. Prediction of extremes of combined first-order and slow-drift motions of offshore structures , 1989 .
[24] F Moses,et al. METHODS OF REDUNDANCY ANALYSIS FOR OFFSHORE PLATFORMS , 1992 .
[25] G. Forristall. Wave Crest Distributions: Observations and Second-Order Theory , 2000 .
[26] A. Anonymus,et al. Rationalisation of safety and serviceability factors in structural codes , 1977 .
[27] Arvid Naess,et al. Technical note: On the long-term statistics of extremes , 1984 .
[28] C T Stansberg. MODEL SCALE EXPERIMENTS ON EXTREME SLOW-DRIFT MOTIONS IN IRREGULAR WAVES , 1992 .
[29] D I Karsan,et al. DEVELOPMENT OF A RELIABILITY-BASED ALTERNATIVE TO API RP2A , 1988 .
[30] Torgeir Moan,et al. TIME VARIANT FORMULATION FOR FATIGUE RELIABILITY , 1992 .
[31] K. A. Nyhus,et al. A WAVE CLIMATE DESCRIPTION FOR LONG TERM RESPONSE CALCULATIONS , 1986 .
[32] J. C. Heideman,et al. Gulf of Mexico Rare Wave Return Periods , 1978 .
[33] J. N. Newman. Second-order, slowly-varying Forces on Vessels in Irregular Waves , 1974 .
[34] Torgeir Moan,et al. Methods of reliability model updating through additional events , 1990 .
[35] R. E. Haring,et al. EXTREME WAVE PARAMETERS BASED ON CONTINENTAL SHELF STORM WAVE RECORDS , 1976 .
[36] Arvid Naess,et al. The joint crossing frequency of stochastic processes and its application to wave theory , 1985 .
[37] Arvid Naess,et al. Stochastic Response Analysis of Deepwater Structures in Short-Crested Random Seas , 1999 .