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随机梁式结构损伤对静载位置的敏感性分析

Sensitivity analysis of random beam structure damage concerning static load position

中文摘要英文摘要

考虑结构在模型误差和测量噪声的影响下,随机梁式结构对静载位置的敏感性分析。首先,建立了随机结构损伤的控制方程并进行求解;引入随机结构损伤的敏感程度因子的概念,利用损伤均值和概率的数据对结构损伤的敏感性进行分析;已知损伤位置的基础上,找出结构损伤敏感的位置。

In this paper, under the influence of the model error and measurement noise, random beam structure has sensitivity analysis about static load position. First, establish the random structure damage control equation and solving; Introduced stochastic structural damage sensitive degree factor concepts of the mean and the probability of the damage to the sensitivity of the structural damage data analysis; On the basis of known for damage location, and find out the position of structural damage sensitive.

杨涛、纵瑞芳、黄斌

工程基础科学

随机结构敏感性分析静载位置

random structuresensitivity analysisstatic load position

杨涛,纵瑞芳,黄斌.随机梁式结构损伤对静载位置的敏感性分析[EB/OL].(2011-04-08)[2025-08-02].http://www.paper.edu.cn/releasepaper/content/201104-217.点此复制

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