Damage location of Runyang cable-stayed bridge based on BP neural network

被引:0
|
作者
Yang, Jie [1 ,2 ]
Li, Aiqun [1 ]
Miao, Changqing [1 ]
机构
[1] Southeast Univ, Coll Civil Engn, Nanjing, Jiangsu, Peoples R China
[2] Nanjing Univ Aeronaut & Astronaut, Dept Civil Engn, Nanjing, Jiangsu, Peoples R China
关键词
cable-stayed bridge; Back-Propagation neural network; damage location;
D O I
暂无
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The damage location of long span bridge remains a challenge. This paper aims to develop a damage location method based on BP neural network to diagnose the cable damage of a long span cable-stayed bridge (Runyang North Bridge). First the damage patterns are defined based on plentiful dynamical calculation. The careful analysis of damage pattern reveals that the damage patterns caused by different damage location appear inherent distinctness, while the damage extent only linearly amplifies the damage pattern curves. And the fourth, sixth and seventh frequencies are canceled form the patterns because of the insensitiveness to cable damage. Then a Back-Propagation neural network is designed by trail and error to describe the 7 dimensions mapping space of damage pattern. Identification results prove that the properly organized Back-Propagation network could effectively grasp the damage pattern and identify the damage location correctly.
引用
收藏
页码:777 / +
页数:3
相关论文
共 50 条
  • [21] The Millau cable-stayed bridge
    Virlogeux, M
    RECENT DEVELOPMENTS IN BRIDGE ENGINEERING, 2003, : 3 - 18
  • [22] The colletta cable-stayed bridge
    Petrangeli, Mario Paolo
    Industria Italiana del Cemento, 2006, 76 (823): : 728 - 743
  • [23] Cable-stayed pedestrian bridge
    Fernandez, P
    PCI JOURNAL, 2000, 45 (04): : 119 - 119
  • [24] Innovative cable-stayed bridge
    Christoffersen, Jens
    Jensen, Henrik Elgaard
    Hauge, Lars
    Bjerrum, John
    Concrete (London), 1998, 32 (07): : 32 - 34
  • [25] Damage detection for a cable-stayed Bridge under the effect of moving loads using Transmissibility and Artificial Neural Network
    Bui-Tien, Thanh
    Le-Xuan, Thang
    Tran-Viet, Hung
    Nguyen-Xuan, Tung
    Nguyen-Ngoc, Long
    Dao-Thuy, Linh
    Tran-Ngoc, Hoa
    JOURNAL OF MATERIALS AND ENGINEERING STRUCTURES, 2022, 9 (04): : 411 - 420
  • [26] Damage diagnosis of cable of large span cable-stayed bridge based on the support vector machine
    Tan, Dongmei
    Qu, Weilian
    Zhang, Jianbo
    Wei, Guangqiong
    Liu, Jia
    DIGITAL MANUFACTURING & AUTOMATION III, PTS 1 AND 2, 2012, 190-191 : 958 - +
  • [27] Online Monitoring of Flexural Damage Index of a Cable-Stayed Bridge
    Kim, Byeong Hwa
    SHOCK AND VIBRATION, 2019, 2019
  • [28] Seismic Damage Evolution of Cable-stayed Bridge Tower Based on Strain Index
    Li X.
    Yang D.
    Zhao L.
    Xin L.
    Liu M.
    Tiedao Xuebao/Journal of the China Railway Society, 2021, 43 (08): : 147 - 156
  • [29] Damage Detection for Long-Span Cable-Stayed Bridge
    赵玲
    李爱群
    缪长青
    汪永兰
    Railway Engineering Science, 2006, (01) : 63 - 72
  • [30] Parameter identification of long-span cable-stayed bridge based on grey-neural network
    School of Civil Engineering, Southwest Jiaotong University, Chengdu 610031, China
    Xinan Jiaotong Daxue Xuebao, 2009, 5 (704-709):