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RESEARCH OF STRUCTURAL DAMAGE IDENTIFICATION METHOD BASED ON THE SUBSTRUCTURE ANALYSIS

机译:基于子结构分析的结构损伤识别方法研究

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摘要

The computational efficiency is usually very low by common methods in large-scale civil engineering structures which contain a large number of degrees of freedom.In order to reduce freedom and decrease the amount of numerical analysis and computation,it is necessary to divide a global structure into substructures which can effectly improve the computational efficiency.In this paper,a substructure method is used to the structural damage identification.The main idea of this article is,first,the whole structure is divided into two substructures.Then,the internal degrees of freedom of one of the substructure is to be condensed using an improved Guyan theory.Last,it needs to integrate the two substructures into a whole structure with the interface displacement synthesis method.Thus the new structure can be identified using the residual force vector method.The result simulated on a plane struss showed this new method is able to achieve a high level accuracy.
机译:在包含大量自由度的大型土木工程结构中,通常的方法通常计算效率很低。为了减小自由度并减少数值分析和计算量,有必要对整体结构进行划分本文采用了一种子结构方法进行结构损伤识别。本文的主要思想是,首先将整个结构分为两个子结构。最后,需要使用界面位移合成法将两个子结构整合为一个整体结构。因此,可以使用残余力矢量方法识别新结构。在平面桁架上进行的仿真结果表明,该新方法能够实现较高的水平精度。

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