谈大跨度结构的损伤识别
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摘要
综述了常用的几种动力特性损伤识别的方法,并对大跨度结构的损伤识别的研究新进展作了简要的阐述,在此基础之上,对行业界大型工程结构模态参数识别研究进行了展望,并提出指导性建议。
The study illustrates some common dynamic damage identification methods,indicates the new progress in the research on the damage identification of large-span structure,points out the perspective for the large-scale engineering structural model parameter identification and points out some directive suggestions based on previous points.
The study illustrates some common dynamic damage identification methods,indicates the new progress in the research on the damage identification of large-span structure,points out the perspective for the large-scale engineering structural model parameter identification and points out some directive suggestions based on previous points.
引文
[1]Pandey AK,Bisw as M.Damage detection from changes in curva-ture mode shapes[J].Journal of sound and vibration,1991(145):321-332.
[2]李国强.弯剪型悬臂结构损伤识别的柔度法[J].地震工程与工程振动,2009(3):88-89.
[3]彭玉华.小波变换与工程应用[M].北京:科学出版社,2003.
[4]王树青,张韵光,李华军.基于有限元模型和模态参数的损伤识别[J].青岛海洋大学学报,2003,33(4):650-656.
[5]韩大建,王文东.基于振动的结构损伤识别方法的近期研究进展[J].华南理工大学学报,2003,31(1):91-96.
[6]周智,林丽川.结构损伤的神经网络定位研究[J].中南工业大学学报,1999,30(2):126-128.
[7]袁万城,崔飞,张启伟.桥梁健康监测与状态评估的研究现状与发展[J].同济大学学报,1999,27(2):184-188.
[8]刘济科,汤凯.基于振动特性的损伤识别方法的研究进展[J].中山大学学报(自然科学版),2004,43(6):57-61.
[9]邹万杰,瞿伟廉.基于频响函数和遗传算法的结构损伤识别研究[J].振动与冲击,2008,27(12):28-30.
[10]赵玲,李爱群,陈丽华.基于结构测试的损伤诊断方法研究[J].东南大学学报(自然科学版),2003,133(15):610-612.
[11]Hansen K,Gudmestad O T.Reassessment of Jacket Type of Platforms Subject to Wave-in-deck Forces:Current Practice and Future Development[J].Proceedings of the International Offshore and PolarEngineering Conference,2001(4):482-489.
[12]郭国会,易建伟.基于模态参数进行连续梁损伤识别诊断的数值研究[J].振动与冲击,2001,20(1):72-75.
[13]ADRIANA H,ZHIK UN H.Application of wavelet approach for ASCE structural health monitoring benchmark studies[J].Journal of Engineering Mechanics,ASCE,2004,130(1):96-104.
[14]宗周红,任伟新,阮毅.土木结构损伤诊断研究进展[J].土木工程学报,2003,36(5):5-11.
[15]荆龙江,项贻强.基于模态分析技术的大跨度斜拉桥主梁损伤识别[J].中国铁道科学,2007,28(6):54-59.
[16]By ung,Hwan oh,Bo em Seok Jung.Structural Assessment with combined data of static and modal tests[J].Journal of Struc-tural Engineering,1998,124(8):956-965.
[17]李国强,梁远森.振型曲率在板类结构动力检测中的应用[J].振动、测试与诊断,2004,24(2):111-116.
[2]李国强.弯剪型悬臂结构损伤识别的柔度法[J].地震工程与工程振动,2009(3):88-89.
[3]彭玉华.小波变换与工程应用[M].北京:科学出版社,2003.
[4]王树青,张韵光,李华军.基于有限元模型和模态参数的损伤识别[J].青岛海洋大学学报,2003,33(4):650-656.
[5]韩大建,王文东.基于振动的结构损伤识别方法的近期研究进展[J].华南理工大学学报,2003,31(1):91-96.
[6]周智,林丽川.结构损伤的神经网络定位研究[J].中南工业大学学报,1999,30(2):126-128.
[7]袁万城,崔飞,张启伟.桥梁健康监测与状态评估的研究现状与发展[J].同济大学学报,1999,27(2):184-188.
[8]刘济科,汤凯.基于振动特性的损伤识别方法的研究进展[J].中山大学学报(自然科学版),2004,43(6):57-61.
[9]邹万杰,瞿伟廉.基于频响函数和遗传算法的结构损伤识别研究[J].振动与冲击,2008,27(12):28-30.
[10]赵玲,李爱群,陈丽华.基于结构测试的损伤诊断方法研究[J].东南大学学报(自然科学版),2003,133(15):610-612.
[11]Hansen K,Gudmestad O T.Reassessment of Jacket Type of Platforms Subject to Wave-in-deck Forces:Current Practice and Future Development[J].Proceedings of the International Offshore and PolarEngineering Conference,2001(4):482-489.
[12]郭国会,易建伟.基于模态参数进行连续梁损伤识别诊断的数值研究[J].振动与冲击,2001,20(1):72-75.
[13]ADRIANA H,ZHIK UN H.Application of wavelet approach for ASCE structural health monitoring benchmark studies[J].Journal of Engineering Mechanics,ASCE,2004,130(1):96-104.
[14]宗周红,任伟新,阮毅.土木结构损伤诊断研究进展[J].土木工程学报,2003,36(5):5-11.
[15]荆龙江,项贻强.基于模态分析技术的大跨度斜拉桥主梁损伤识别[J].中国铁道科学,2007,28(6):54-59.
[16]By ung,Hwan oh,Bo em Seok Jung.Structural Assessment with combined data of static and modal tests[J].Journal of Struc-tural Engineering,1998,124(8):956-965.
[17]李国强,梁远森.振型曲率在板类结构动力检测中的应用[J].振动、测试与诊断,2004,24(2):111-116.
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