摘要
以简支梁桥为例进行了有限元仿真分析,基于柔度法研究了桥梁结构多位置损伤识别方法,结果表明柔度曲率能够进行损伤识别。
Taking simple supported beam as example finite element simulation analysis is made. Based upon flexibility method the multiple damage detection method is studied. Results show flexibility curvature can be used in damage detection.
出处
《山西建筑》
2006年第10期64-65,共2页
Shanxi Architecture
关键词
柔度法
损伤识别
梁
桥
flexibility method, damage detection, beam, bridge
