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基于模型试验与傅里叶变换的结构模态参数识别方法研究

Research an identification structural modal parameters method based on model test and fourier transform

中文摘要英文摘要

目前,土木工程结构健康监测系统研究已经成为土木工程领域的一个研究热点,而结构健康监测系统的关键在于获得准确的结构基本模态参数。本文给出一种基于模型试验与傅里叶变换的结构模态参数识别方法。首先通过模型试验来获得结构的动态响应,再利用傅里叶变换获得结构自振频率,最后通过数值模拟模型试验获得结构频率与傅里叶变换获得结构频率相比较,以此确定结构自振频率。算例验证结果表明本文所提出的模态参数识别方法是可行有效的,可以应用于土木工程结构健康监测系统中。

Nowadays, structural health monitoring has became a research focus in the field of civil engineering.The key of structural health monitoring system is how to obtain accurate modal parameters of structure. In this paper a method to identify the modal parameters of structure based on model test and fourier transform is proposed. Structural dynamic response is obtained by model test and natural frequencies are calculated by fourier transform. Finally, comparing natural frequencies between model test and fourier transform, the real structural natural frequencies are confirmed. The result of numerical simulation shows that the proposed method for identification structural modal parameters was feasible and effective, and can be applied to structural health monitoring system.

孙瑶、时丹

建筑结构工程基础科学建筑基础科学

土木工程模型试验傅里叶变换频率损伤识别

ivil engineeringModel testFourier transformFrequencyStructural damage identification

孙瑶,时丹.基于模型试验与傅里叶变换的结构模态参数识别方法研究[EB/OL].(2010-04-16)[2025-08-16].http://www.paper.edu.cn/releasepaper/content/201004-596.点此复制

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