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基于广义Lambda分布逼近的结构可靠度计算方法

范兴朗 董玲珑 吴熙

计算力学学报2017,Vol.34Issue(4):417-421,5.
计算力学学报2017,Vol.34Issue(4):417-421,5.DOI:10.7511/jslx201704003

基于广义Lambda分布逼近的结构可靠度计算方法

Method for structural reliability analysis based on generalized Lambda distribution approximation

范兴朗 1董玲珑 2吴熙3

作者信息

  • 1. 浙江工业大学 建筑工程学院,杭州 310014
  • 2. 杭州市市政公用建设开发公司,杭州 310000
  • 3. 浙江大学城市学院 工程学院,杭州 310015
  • 折叠

摘要

Abstract

A method for structural reliability analysis based on generalized Lambda distribution was proposed.The first four moments for the performance function of structures were estimated by the sampled data firstly.Then the approximate generalized Lambda distribution for the probability density function of the performance function was determined by point estimation method and the failure probability of structures was evaluated by the definition of structural reliability directly.Numerical case studies showed that the generalized Lambda distribution has excellent ability to match several famous distributions.Finally,the accuracy and efficiency of the proposed method were verified by comparing with the Monte-Carlo simulation results of two engineering examples.

关键词

广义lambda分布/逼近/失效概率/中心矩

Key words

generalized Lambda distribution/approximation/failure probability/central moments

分类

建筑与水利

引用本文复制引用

范兴朗,董玲珑,吴熙..基于广义Lambda分布逼近的结构可靠度计算方法[J].计算力学学报,2017,34(4):417-421,5.

基金项目

浙江省自然科学基金(LQ15E080010)资助项目. (LQ15E080010)

计算力学学报

OA北大核心CSCDCSTPCD

1007-4708

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