基于传递率函数的结构损伤识别研究  

Study on Structural Damage Identification Based on the Transmissibility Function

作　　者：陈家宝[1] 刁延松[1] 任红[1] 

机构地区：[1]青岛理工大学土木工程学院,青岛266033

出　　处：《结构工程师》2014年第4期32-40,共9页Structural Engineers

基　　金：国家自然科学基金(51179082);山东省自然科学基金(ZR2010EL035)

摘　　要：基于动力特性的结构损伤识别方法通常需要已知激励信息,而激励信息一般难以准确测得。为此,直接对加速度响应进行傅里叶变换并计算相邻两点的传递率函数,利用传递率函数构造相应的损伤指标,通过该指标来识别结构的损伤位置,这种方法不需要已知激励信息,不需要进行模态分析。海洋平台结构的数值模拟和振动台试验表明,该方法是可行的,且具有一定的抗噪声能力。The excitation information is usually needed as the structure damage identification methods based on the structural dynamic characteristic are used.However,the excitation information cannot be measured ac-curately.So,in this paper,the acceleration transmissibility functions of the two adjacent points were calcu-lated through the Fourier transform and a new damage index was constructed with the transmissibility func-tion.The damage location of the structure can be identified with this new damage index.This method re-quires neither the excitation information nor the modal analysis.The numerical simulation of an offshore plat-form structure and the shaking table test showed that the proposed method is feasible and has a certain robust feature.

关 键 词：傅里叶变换 传递率函数 损伤识别 

分 类 号：TU312.3[建筑科学—结构工程]