首页 | 本学科首页   官方微博 | 高级检索  
     

大跨桥梁结构损伤检测的研究进展
引用本文:李鹏.大跨桥梁结构损伤检测的研究进展[J].山西建筑,2014(33):163-164.
作者姓名:李鹏
作者单位:太原市市政公用工程质量监督站,山西 太原,030006
摘    要:通过介绍国内外大跨桥梁结构损伤识别方法的研究进展,对人工检测、振动模态检测、无损检测、概率统计方法检测四种大跨桥梁结构损伤识别方法进行了分析和总结,为我国大跨桥梁结构施工企业在大跨桥梁结构施工方面的进一步发展提供借鉴和参考。

关 键 词:大跨桥梁  信号分析  振动模态  损伤检测

On research development of defect inspection at large-span bridge structures
LI Peng.On research development of defect inspection at large-span bridge structures[J].Shanxi Architecture,2014(33):163-164.
Authors:LI Peng
Affiliation:LI Peng ( Taiyuan Municipal Public Project Quality Inspection Station, Taiyuan 030006, China)
Abstract:By introducing the research development of the defect inspection at large-span bridge structures as home and abroad,the paper analyzes and sums up the defects identification methods of bridge structures,including the manual inspection,vibration models,non-destructive testing,and probabilistic method of the large-span bridges,so as to provide some reference for construction enterprises of large-span bridges in the aspect of construction.
Keywords:large-span bridge  information analysis  vibration model  defect inspection
本文献已被 CNKI 维普 万方数据 等数据库收录!
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号