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J. Li and S. T. Liao, “Response Analysis of Stochastic Parameter Structures under Non-Stationary Random Excitation,” Computational Mechanics, Vol. 27, No. 1, 2001, pp. 61-68. doi:10.1007/s004660000214

has been cited by the following article:

• TITLE: A Study on the Functional Reliability of Gravity Dam

  AUTHORS: Qiang Xu, Jianyun Chen, Jing Li

  KEYWORDS: Concrete Gravity Dam; Random Load; Functional Reliability; Pseudo Excitation Method

  JOURNAL NAME: Energy and Power Engineering, Vol.4 No.2, March 22, 2012

  ABSTRACT: The research objective is to design and construct a method for functional reliability analysis of concrete gravity dam. Firstly, the pseudo excitation method was utilized to analyze to calculate the probabilistic characteristics of concrete gravity dam excited by random seismic loading. Meanwhile, the response surface method based on weighted regression was associated to that method to analyze functional reliability of concrete gravity dam. Eventually, a test example was given to verify and analyze the convergence and stability of this method.