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Dynamic Test and Analysis of Concrete Filled Steel Tube Arch Bridge
Wang, Lixian; Di, Shengkui
2011
关键词Modal Analysis Parameter Identification Ambient Vibration Arc Bridge
卷号163-167
DOI10.4028/www.scientific.net/AMR.163-167.2843
页码2843-2847
英文摘要Based on random vibration theory, virtual response is obtained from the measured acceleration signal of Yantan Yellow River Bridge of Lanzhou under ambient excitation, Yantan Yellow River bridge's modal parameters were identified by using the peak picking and stochastic subspace identification, analyzed from theoretical and experimental aspects, compared with the finite element model results and verified the reliability of recognition results. The identified dynamic properties can be served as the basis in the finite element model updating, damage detection, condition assessment and health monitoring of the bridge.
会议录ADVANCES IN STRUCTURES, PTS 1-5
会议录出版者TRANS TECH PUBLICATIONS LTD
会议录出版地LAUBLSRUTISTR 24, CH-8717 STAFA-ZURICH, SWITZERLAND
语种英语
WOS研究方向Construction & Building Technology ; Engineering ; Materials Science
WOS记录号WOS:000289215901178
内容类型会议论文
源URL[http://119.78.100.223/handle/2XXMBERH/37458]  
专题土木工程学院
通讯作者Wang, Lixian
作者单位Lanzhou Univ Technol, Sch Civil Engn, Lanzhou 730050, Gansu, Peoples R China
推荐引用方式
GB/T 7714
Wang, Lixian,Di, Shengkui. Dynamic Test and Analysis of Concrete Filled Steel Tube Arch Bridge[C]. 见:.
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