Damage detection method for bridge structure based the modal flexibility curvature change ratio

被引：0
|
作者：
Yao, Jingchuan [1 ]
Yang, Yiqian [1 ]
Wang, Lan [2 ]
机构：
[1] Railway Engineering Research Institute, China Academy of Railway Sciences, Beijing 100081, China
[2] Railway Science and Technology Research and Development Center, China Academy of Railway Sciences, Beijing 100081, China
来源：
Zhongguo Tiedao Kexue/China Railway Science | 2008年 / 29卷 / 05期
关键词：
D O I：
暂无
中图分类号：
学科分类号：
摘要：
6
引用
收藏
页码：51 / 57
相关论文
共 50 条
  • [1] Damage Detection of Continuous Box Girder Based on Modal Flexibility Curvature Method
    Xu, Xiangfeng
    Zhang, Feng
    Zhu, Wenxin
    CONSTRUCTION AND URBAN PLANNING, PTS 1-4, 2013, 671-674 : 1016 - +
  • [2] Damage Identification of Plate Structure Based on the Method of Modal Flexibility Curvature Difference
    Zhao, Jiangang
    Zhang, Yuxiang
    Chen, Jiazhao
    THE 5TH INTERNATIONAL CONFERENCE ON MECHATRONICS AND MECHANICAL ENGINEERING (ICMME 2018), 2019, 256
  • [3] Damage detection in a suspension bridge using modal flexibility method
    Wickramasinghe, Wasanthi R.
    Thambiratnam, David P.
    Chan, Tommy H. T.
    ENGINEERING FAILURE ANALYSIS, 2020, 107 (107)
  • [4] Structural damage detection based on change in curvature of flexibility
    Zhang, Jun
    Liu, Jian-Xun
    Xu, Jin
    Li, Wei
    Mu, Rong
    Gongcheng Lixue/Engineering Mechanics, 2011, 28 (12): : 112 - 118
  • [5] Damage detection using modal curvature difference perturbation for bridge structure
    He, Wei
    Lin, Xinhao
    Li, Mengying
    Guo, Shuyi
    Boletin Tecnico/Technical Bulletin, 2017, 55 (02): : 190 - 197
  • [6] Damage Identification for Curl Tube Structure Based on Modal Flexibility Curvature
    Li, Yong-jun
    Ma, Li-yuan
    Wang, Tian-hui
    MECHATRONICS AND INTELLIGENT MATERIALS II, PTS 1-6, 2012, 490-495 : 2151 - 2155
  • [7] Damage Quantitative Investigation of Beam Structure Based on Changing Ratio of Modal Curvature
    Ge, Jiping
    ADVANCES IN CIVIL ENGINEERING, PTS 1-6, 2011, 255-260 : 654 - 658
  • [8] Damage Detection of Rigid-Frame Arch Bridge Based on Flexibility Curvature Gradient
    Zhou Y.
    Di S.
    Xiang C.
    Wang L.
    1600, Editorial Board of Journal of Basic Science and (25): : 1211 - 1221
  • [9] Nondestructive damage evaluation indicator based on modal flexibility curvature
    Cao, Hui
    Friswell, Michael I.
    Gongcheng Lixue/Engineering Mechanics, 2006, 23 (04): : 33 - 38
  • [10] Rail hidden damage detection based on the modal curvature differences method
    Li, Weirong
    Liu, Yan
    Yuan, Xianpu
    Li, Qiutong
    Zhou, Guojian
    ADVANCES IN MECHANICAL ENGINEERING, 2024, 16 (12)
12345