标题:Damage Detection of Continuous Box Girder Based on Modal Flexibility Curvature Method
作者:Xu, Xiangfeng; Zhang, Feng; Zhu, Wenxin
通讯作者:Xu, X
作者机构:[Xu, Xiangfeng; Zhu, Wenxin] Shandong Jiaotong Univ, Sch Civil Engn, Jinan, Shandong, Peoples R China.; [Zhang, Feng] Shandong Univ, Geotech & Struc 更多
会议名称:International Conference on Structures and Building Materials (ICSBM 2013)
会议日期:MAR 09-10, 2013
来源:CONSTRUCTION AND URBAN PLANNING, PTS 1-4
出版年:2013
卷:671-674
页码:1016-1020
DOI:10.4028/www.scientific.net/AMR.671-674.1016
关键词:modal flexibility curvature; continuous box girder; frequency; modal; model test
摘要:The modal flexibility was more effective than structural frequency and displacement mode on damage detection of structures, it could be calculated easily based on low order mode of box girder. The damage detection method was proposed based on the modal flexibility curvature in this article, this indicator considered the impact of length difference of adjacent elements on modal flexibility matrix. Damage sensitivities of indicators is contrasted. Calculating results show that flexibility curvature difference has good detection effect on single point damage, multi-point damage and side element damage. The method in this article has good effect on damage detection of box girder.
收录类别:CPCI-S;EI;SCOPUS
资源类型:会议论文;期刊论文
原文链接:https://www.scopus.com/inward/record.uri?eid=2-s2.0-84875786196&doi=10.4028%2fwww.scientific.net%2fAMR.671-674.1016&partnerID=40&md5=349537ff1bf3fb4a2102819aba094583
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