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曲率模态理论在桥梁损伤诊断中的有限元分析 被引量:2

FEM analysis of bridge damage diagnosis based on curvature mode theory
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摘要 对基于曲率模态理论的桥梁结构损伤诊断进行了有限元分析,验证了曲率模态对桥梁结构整体损伤、局部损伤都有较好的敏感性,其结论可为实际公路桥梁损伤诊断提供参考。 FEM analysis of bridge damage diagnosis based on curvature mode theory to be studied in this paper. And it is proved that curvature mode is a sensitive index in damage diagnosis for whole bridge structure or for part of it. Some useful conclusions for girder bridge are drawn in this paper and it can serve as references for real bridge damage diagnosis.
出处 《山西建筑》 2008年第2期316-317,共2页 Shanxi Architecture
关键词 曲率模态 桥梁 损伤 诊断 curvature mode, bridge, damage, diagnosis
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参考文献3

  • 1吕宇新.桥梁裂缝产生原因浅析[J].中国西部科技,2005,4(07A):13-17. 被引量:10
  • 2Palacz M,Krawczuk M.Vibration parameters for damage detection in structures[J].Journal of Sound and Vibration,2002,249(5):999-1 010.
  • 3Pandey A K,BiswasM,SammanM M.Damagedetection from changes in curvature mode shapes[J].Soundand Vibration,1991,145(2):321-332.

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