Short-term probability distribution of the extreme values of offshore structural response by an efficient time simulation technique

References

• Abu Husain MK, Mohd Zaki NI, Najafian G. 2013. Derivation of the probability of extreme values of offshore structural response by efficient time simulation method. Open Civ Eng J. 7:261–272.
   Google Scholar
• Abu Husain MK, Najafian G. 2010. An efficient Monte Carlo simulation technique for derivation of the probability distribution of the extreme values of offshore structural response. Proceedings of the 29th International Conference on Offshore Mechanics and Arctic Engineering; Shanghai. China.
   Google Scholar
• API RP2A-WSD. 2007. Recommended practice for planning, designing and constructing fixed offshore platforms – working stress design. 21st ed. Washington, DC: American Petroleum Institute.
   Google Scholar
• Bendat JS, Piersol AG. 1971. Random data: analysis and measurement procedures. New York (NY): Wiley-Interscience.
   Google Scholar
• Borgman LE. 1967. Random hydrodynamic forces on objects. Ann Math Stat. 38:37–51.
   Google Scholar
• Borgman LE. 1969. Ocean wave simulation for engineering design. ASCE J Waterways Harbours Div. 95(WW4):557–583.
   Google Scholar
• Burrows R. 1979. Probabilistic description of the response of offshore structures to random wave loading. In: Mechanics of wave induced forces on cylinders. London (UK): Pitman Advanced Publishing Program. p. 731–747.
   Google Scholar
• Clough RW, Penzien J. 1993. Dynamics of structures. 2nd ed. New York (NY): McGraw-Hill Inc.
   Google Scholar
• Couch AT, Conte JP. 1997. Field verification of linear and nonlinear hybrid wave models for offshore tower response prediction. J Offshore Mech Arctic Eng. 119:158–165.
   Web of Science ®Google Scholar
• Eatock T, Rajagopalan A. 1981. Super harmonic resonance effects in drag dominated structures. In: Proceedings of the 2nd International Symposium on Integrity of Offshore Structures; Glasgow: Applied Science Publishers. p. 85–104.
   Google Scholar
• Grigoriu M. 1993. On the spectral representation method in simulation. Probabilistic Eng Mechanics. 8(2):75–90.
   Google Scholar
• Liaw CY, Zheng XY. 2003. Polynomial approximations of wave loading and super harmonic responses of fixed structures. J Offshore Mech Arctic Eng ASME. 25(3):161–167.
   Web of Science ®Google Scholar
• Marooka CK, Yokoo IH. (1997). Numerical simulation and spectral analysis of irregular sea waves. J Offshore Polar Eng. 189–196.
   Google Scholar
• Marshall PW, Inglis RB. 1986. Wave kinematics and force coefficients. ASCE Structures Congress. Louisiana (LA).
   Google Scholar
• Morison JR, O’Brien MP, Johnson JW, Shaaf SA. 1950. The force exerted by surface waves on piles. AIME Petroleum Transactions No.189. p. 149–154.
   Google Scholar
• Naess A, Gaidai O, Haver S. 2007. Efficient estimation of extreme response of drag-dominated offshore structures by Monte Carlo simulation. Appl Ocean Res. 34(16):2188–2219.
   Google Scholar
• Najafian G. 2007a. Probability models for offshore structural response due to Morison wave loading. part I: drag-only response. Ocean Eng. 34(17–18):2277–2288.
   Web of Science ®Google Scholar
• Najafian G. 2007b. Application of system identification techniques in efficient modelling of offshore structures part I: model development. Appl Ocean Res. 29(1–2):1–16.
   Web of Science ®Google Scholar
• Najafian G. 2007c. Application of system identification techniques in efficient modelling of offshore structures part II: model validation. Appl Ocean Res. 29(1–12):17–36.
   Web of Science ®Google Scholar
• Pierson WJ, Moskowitz L. 1964. A proposed spectral form for fully developed wind seas based on the similarity theory of S.A. Kitaigorodskii. J Geophys Res. 69:5181–5190.
   Web of Science ®Google Scholar
• Rice SO. 1944. Mathematical analysis of random noise. Bell Syst Tech J. 23:282–332.
   Google Scholar
• Rice SO. 1945. Mathematical analysis of random noise. Bell Syst Tech J. 24:46–156.
   Google Scholar
• Rodenbusch G, Forristal GZ. 1986. An empirical model for random directional wave kinematics near the free surface. In: Proceedings of the 18th Offshore Technology Conference. Houston, TX: OTC5097. p. 137–146.
   Google Scholar
• Tickell RG. 1977. Continuous random wave loading on structural members. Struct Eng. 55(5):209–222.
   Google Scholar
• Tucker MJ, Carter DJT, Challenor PG. 1984. Numerical simulation of random sea: a common error and its effect upon wave group statistics. Appl Ocean Res. 29(6):118–122.
   Web of Science ®Google Scholar
• Tung CC. 1995. Effect of free surface fluctuation on total wave force on cylinder. J Eng Mech ASCE. 121(2):274–280.
   Web of Science ®Google Scholar
• Wheeler JD. 1970. Method for calculating forces produced by irregular waves. J Pet Technol. 22(3):359–367.
   Google Scholar