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基于模型结构振动台试验的概率密度演化方法验证
引用本文:梅真,郭子雄,高毅超.基于模型结构振动台试验的概率密度演化方法验证[J].工程力学,2017,34(3):54-61.
作者姓名:梅真  郭子雄  高毅超
作者单位:1.华侨大学土木工程学院, 福建, 厦门 361021;
基金项目:国家自然科学基金项目(51409107,51608212);中国博士后科学基金项目(2014M551832);福建省自然科学基金项目(2015J01211)
摘    要:以广义概率密度演化方程为核心的概率密度演化方法可应用于一般随机动力系统的反应分析与可靠度评价。该文基于随机地震动作用下模型结构振动台试验实测数据,将试验模型典型动力响应的样本集合直接统计结果与概率密度演化分析结果进行对比,以从试验角度验证概率密度演化方法的正确性。研究结果表明,概率密度演化分析结果,无论从均值与标准差过程,还是典型时刻的概率分布上,均分别与样本统计结果吻合良好,从而证明了概率密度演化方法在随机动力系统分析中的精确性与可靠性。

关 键 词:随机动力系统    概率密度演化方法    广义概率密度演化方程    随机地震动    振动台试验
收稿时间:2015-09-08

VALIDATION OF THE PROBABILITY DENSITY EVOLUTION METHOD BASED ON SHAKING TABLE TESTS OF A MODEL STRUCTURE
Affiliation:1.College of Civil Engineering, Huaqiao University, Xiamen, Fujian 361021, China;2.Key Laboratory of Structural Engineering and Disaster Prevention of Fujian Province, Xiamen, Fujian 361021, China
Abstract:A family of probability density evolution method (PDEM) with the kernel of generalized density evolution equation can be applied to response analysis and reliability evaluation of general stochastic dynamical systems. The present study is devoted to the investigation of the correctness of the PDEM based on experimental data of shaking table tests of a model structure subjected to random earthquake ground motions. Typical dynamic responses of the test model were analyzed by sample statistics and the PDEM, respectively, and results from the two methods were compared. The study demonstrated that analytical results of the PDEM were in a good agreement with those of sample statistics in terms of the mean, the standard deviation and the instantaneous probability density function (PDF). The accuracy and reliability of PDEM for stochastic dynamical systems were proved.
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