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Structural Damage Identification Based on Hilbert-Huang Transform and Verification via Shaking Table Model Test
Han Jian-ping1,3; Qian Jing2; Zheng, Pei-juan3
2011
关键词Hilbert-Huang transform damage identification instantaneous frequency instantaneous energy Hilbert marginal spectrum shaking table test
卷号255-260
DOI10.4028/www.scientific.net/AMR.255-260.4237
页码4237-+
英文摘要Damage occurs in components and joints while the structure is affected by strong ground motions. Dynamic characteristics of the structure will change with the deterioration of strength and stiffness. Analyzing and processing the vibration signals is one of the mainstream ways for structural health monitoring and damage identification. In this paper, Hilbert-Huang transform is adopted to identify structural damage. Time-varying instantaneous frequency and instantaneous energy is used to identify the damage evolution of the structure. And relative amplitude of Hilbert marginal spectrum is used to identify the damage location of the structure. Finally, the acceleration records at gauge points from the shaking table test of a 12-storey reinforced concrete frame model are processed. Evolution and location of the model damage are identified. Identification results agree well with experimental observation. This indicates that the proposed approach is capable to identify damage of the structure.
会议录ADVANCES IN CIVIL ENGINEERING, PTS 1-6
会议录出版者TRANS TECH PUBLICATIONS LTD
会议录出版地KREUZSTRASSE 10, 8635 DURNTEN-ZURICH, SWITZERLAND
语种英语
WOS研究方向Construction & Building Technology ; Engineering ; Materials Science
WOS记录号WOS:000302894902151
内容类型会议论文
源URL[http://119.78.100.223/handle/2XXMBERH/37535]  
专题教务处(创新创业学院)
通讯作者Han Jian-ping
作者单位1.Lanzhou Univ Technol, Key Lab Disaster Prevent & Mitigat Civil Engn, Lanzhou 730050, Gansu, Peoples R China
2.Planning & Construct Bur, Anji Cty 313300, Zhejiang, Peoples R China
3.Lanzhou Univ Technol, Inst Earthquake Protect & Disaster Mitigat, Lanzhou 730050, Gansu, Peoples R China
推荐引用方式
GB/T 7714
Han Jian-ping,Qian Jing,Zheng, Pei-juan. Structural Damage Identification Based on Hilbert-Huang Transform and Verification via Shaking Table Model Test[C]. 见:.
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