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系杆拱桥的损伤识别与诊断研究
引用本文:胡良红,王根会.系杆拱桥的损伤识别与诊断研究[J].兰州铁道学院学报,2005,24(6):31-34,39.
作者姓名:胡良红  王根会
作者单位:兰州交通大学,土木工程学院,甘肃,兰州,730070;兰州交通大学,土木工程学院,甘肃,兰州,730070
摘    要:桥梁结构损伤识别是对既有桥梁结构进行损伤检测的重要一步.理论分析表明结构损伤前后的固有频率的变化包含了结构损伤信息.对兰州市某黄河公路大桥系杆拱结构进行了损伤数值模拟,提取其固有频率作为BP神经网络的输入参数来训练网络,对结构的损伤进行了模拟诊断分析,并在与实桥的损伤结果基础上提出了基于BP网络的系杆拱损伤诊断的方法.

关 键 词:损伤识别  BP神经网络  系杆拱桥  固有频率
文章编号:1001-4373(2005)06-0031-04
收稿时间:2005-09-17
修稿时间:2005-09-17

Study of Damage Identification and Diagnosis of Tied Arch Bridge
Hu Lianghong,Wang Genhui.Study of Damage Identification and Diagnosis of Tied Arch Bridge[J].Journal of Lanzhou Railway University,2005,24(6):31-34,39.
Authors:Hu Lianghong  Wang Genhui
Institution:School of Civil Engineering, Lanzhou Jiaotong University, Lanzhou 730070,China
Abstract:Damage identification of bridge structure is an important step in structural damage detection. It is indicated in theory that the changes of natural frequencies before and after damage include some information about structural damage. In this paper, the damage of tied arch structure of some bridge in Lanzhou over Yellow River is simulated with numerical method and the natural frequencies are extracted to train BP network as the network input parameters and to diagnose the bridge damage. The damage diagnosis method in tied arch structure is presented in this paper according to the result of damage diagnosis.
Keywords:damage identification  BP neural network  tied arch bridge  natural frequency
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