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Statistical damage detection method for frame structures using a confidence interval

Statistical damage detection method for frame structures using a confidence interval

作     者:Li Weiming,Zhu Hongping~(++),Luo Hanbin~(++) and Xia Yong~(++) School of Civil Engineering and Mechanics,Huazhong University of Science and Technology,Wuhan 430074,China ~+PhD Candidate ++ Professor 

作者机构:School of Civil Engineering and Mechanics Huazhong University of Science and Technology Wuhan China 

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

年 卷 期:2010年第9卷第1期

页      面:133-140页

核心收录:

学科分类:08[工学] 080102[工学-固体力学] 0801[工学-力学(可授工学、理学学位)] 

基  金:Natural Natural Science Foundation of China Under Grant No 50778077 & 50608036 the Graduate Innovation Fund of Huazhong University of Science and Technology Under Grant No HF-06-028 

主  题:damage detection standard deviation statistical method confidence interval noise 

摘      要:A novel damage detection method is applied to a 3-story frame structure, to obtain statistical quantification control criterion of the existence, location and identification of damage. The mean, standard deviation, and exponentially weighted moving average (EWMA) are applied to detect damage information according to statistical process control (SPC) theory. It is concluded that the detection is insignificant with the mean and EWMA because the structural response is not independent and is not a normal distribution. On the other hand, the damage information is detected well with the standard deviation because the influence of the data distribution is not pronounced with this parameter. A suitable moderate confidence level is explored for more significant damage location and quantification detection, and the impact of noise is investigated to illustrate the robustness of the method.

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