Extreme Response Estimate of Jack-Up Platforms Under the Action of Random Wave Loads

被引:0
|
作者
Xu C. [1 ]
Ni P. [1 ]
Gu Y. [1 ]
He J. [1 ]
机构
[1] School of Naval Architecture, Ocean and Civil Engineering, Shanghai Jiao Tong University, Shanghai
关键词
Extreme response; Jack-up platform; Shifted generalized lognormal distribution; Tail distribution;
D O I
10.16183/j.cnki.jsjtu.2019.12.002
中图分类号
学科分类号
摘要
For estimating the extreme response of the jack-up platform, a parametric method under the action of random wave loads is developed. The method approximates the extreme distribution of the stochastic response of the platform by using the shifted generalized lognormal distribution model. The model parameters are estimated by two supporting points and their exceeding probability in the adjacent tail distribution such that the size of the needed samples is reduced significantly. The extreme response analysis of a real platform shows that the proposed method has enough high numerical accuracy and needs relatively few computational costs, which is suitable for the reliability and risk assessment of the jack up platform under the action of random wave loads. © 2019, Shanghai Jiao Tong University Press. All right reserved.
引用
下载
收藏
页码:1404 / 1410
页数:6
相关论文
共 10 条
  • [1] Shinozuka M., Monte Carlo solution of structural dynamics, Computers & Structures, 2, 5-6, pp. 855-874, (1972)
  • [2] Bucher C., Asymptotic sampling for high-dimensional reliability analysis, Probabilistic Engineering Mechanics, 24, 4, pp. 504-510, (2009)
  • [3] Luca G., Armen D.K., Tail-Equivalent Linearization Method in frequency domain and application to marine structures, Marine Structures, 23, 3, pp. 322-338, (2010)
  • [4] Balesdent M., Morio J., Marzat J., Kriging-based adaptive Importance Sampling algorithms for rare event estimation, Structural Safety, 44, 2334, pp. 1-10, (2013)
  • [5] He J., Gong J., Estimate of small first passage probabilities of nonlinear random vibration systems by using tail approximation of extreme distributions, Structural Safety, 60, pp. 28-36, (2016)
  • [6] He J., Approximate method for estimating extreme value responses of nonlinear stochastic dynamic systems, Journal of Engineering Mechanics, 141, 7, (2015)
  • [7] Jensen J.J., Capul J., Extreme response predictions for jack-up units in second order stochastic waves by FORM, Probabilistic Engineering Mechanics, 21, 4, pp. 330-337, (2006)
  • [8] Madsen H.O., Krenk S., Lind N.C., Methods of Structural Safety, pp. 50-63, (1986)
  • [9] Low Y.M., A new distribution for fitting four moments and its applications to reliability analysis, Structural Safety, 42, 3, pp. 12-25, (2013)
  • [10] Cassidy M.J., Taylor R.E., Houlsby G.T., Analysis of jack-up units using a constrained NewWave methodology, Applied Ocean Research, 23, 4, pp. 221-234, (2001)