拟对数正态分布及在服役结构可靠度分析中的应用

Simulation Logarithmic Normal Distribution and its Application for Reliability of Existing Structures

下载PDF

导出

摘要提出了用对数正态分布拟合未知概型的随机变量的方法,即拟对数正态分布法.对服役结构可靠度分析中的变量相关性问题,提出了广义随机空间内拟对数正态分布验算点法.

作者张俊芝苏小卒

出处《结构工程师》 2003年第z1期441-444,共4页 Structural Engineers

关键词对数正态分布广义随机空间验算点法服役结构可靠度

参考文献7

1[1]Rudiger Rackwitz and Bernd Fiessler. Structural Reliability under Combined Random Load Sequences [J]. Computers and Structures, Vol.9, 1978.
2[2]ISO2394. General Principle on Reliability for Structures ( Second Edition) . 1998.
3[4]Der Kiureghian A.,Lin H. Z. and Hwang S .J. Second-order Reliability Approximations[J]. Journal of Engineering Mechanics, ASCE,Vol. (113): 8, 1208-1225, 1987.
4[5]Yan-Gang Zhao and Tetsuro One. New Approximations for SORM[J]. Journal of Engineering Mechanics, ASCE,Vol.(125): 3, 79-85 (Part Ⅰ) ,86-93 (Part Ⅱ) ,1999.
5[6]Sankaran Mahadevan,Pan Shi. Multiple Linearization Method for Nonlinear Reliability Analysis[J] .Journal of Engineering Mechanics, ASCE,Vol. (127): 11, 1165-1173, 2001.
6[8]Vrouwenvelder T. Safety, Risk, and Reliability-Trends in Engineering[R]. Structural Engineering International,May 2001.
7[9]Der Kiureghian A.,and Dakessian T. Multiple Design Points in First and Second-order Reliability[J].Structure Safety, 1998(20) : 37-49.

结构工程师

2003年第z1期

内容加载中请稍等...