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Dynamic test and analysis of concrete filled steel tube arch bridge
Wang, Lixian; Di, Shengkui
2011
会议日期January 7, 2011 - January 9, 2011
会议地点Guangzhou, China
关键词Arch bridges Building materials Construction equipment Damage detection Finite element method Modal analysis Parameter estimation Reliability theory Stochastic models Testing Tubular steel structures Acceleration signals Ambient excitation Ambient vibrations Arc bridge Concrete-filled steel tube arch bridge Condition assessments Dynamic property Dynamic tests Experimental aspects Finite element models Finite-element model updating Health monitoring Modal parameters Parameter identification Peak picking Random vibration theory Stochastic subspace identification Yellow river
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. © (2011) Trans Tech Publications.
会议录Advanced Materials Research
会议录出版者Trans Tech Publications, P.O. Box 1254, Clausthal-Zellerfeld, D-38670, Germany
语种英语
ISSN号10226680
内容类型会议论文
源URL[http://ir.lut.edu.cn/handle/2XXMBERH/115880]  
专题土木工程学院
作者单位School of Civil Engineering, Lanzhou University of Technology, Lanzhou, Gansu, 730050, 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:. Guangzhou, China. January 7, 2011 - January 9, 2011.
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