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Statistical moment-based structural damage detection method in time domain

Statistical moment-based structural damage detection method in time domain

作     者:J.Zhang Y.L.Xu J.Li Y.Xia J.C.Li 

作者机构:Department of Civil and Environmental EngineeringThe Hong Kong Polytechnic University Department of Building EngineeringTongji University Faculty of EngineeringUniversity of Technology Sydney 

出 版 物:《Earthquake Engineering and Engineering Vibration》 (地震工程与工程振动(英文刊))

年 卷 期:2013年第12卷第1期

页      面:13-23页

核心收录:

学科分类:081801[工学-矿产普查与勘探] 081802[工学-地球探测与信息技术] 08[工学] 0818[工学-地质资源与地质工程] 081402[工学-结构工程] 0815[工学-水利工程] 081304[工学-建筑技术科学] 0813[工学-建筑学] 0802[工学-机械工程] 0814[工学-土木工程] 0801[工学-力学(可授工学、理学学位)] 

基  金:The Hong Kong Polytechnic University through a PhD studentship for the first author the Research Grants Council of Hong Kong (PolyU 5319/10E) for the second author 

主  题:damage detection statistical moment time domain non-Gaussian non-stationary experimental investigation 

摘      要:A novel structural damage detection method with a new damage index,i.e.,the statistical moment-based damage detection(SMBDD) method in the frequency domain,has been recently *** aim of this study is to extend the SMBDD method in the frequency domain to the time domain for building structures subjected to non-Gaussian and non-stationary *** applicability and effectiveness of the SMBDD method in the time domainis verified both numerically and *** buildings with various damage scenarios are first numerically investigated in the time domain taking into account the effect of measurement *** applicability of the proposed method in the time domain to building structures subjected to non-Gaussian and non-stationary excitations is then experimentally investigated through a series of shaking table tests,in which two three-story shear building models with four damage scenarios *** identified damage locations and severities are then compared with the preset *** comparative results are found to be satisfactory,and the SMBDD method is shown to be feasible and effective for building structures subjected to non-Gaussian and non-stationary excitations.

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