引文
[1]Doebling S W.A summary review of vibration baseddamage identification methods[J].The Shock andVibration Digest,1998,3:92-105.
[2]崔飞,袁万城,史家钧.基于静态应变及位移测量的结构损伤识别法[J].同济大学学报,2000,28(01):05—08.
[3]张丽卿,韩兵康,李春祥.基于振动的土木工程结构损伤诊断研究进展[J].自然灾害学报,2004,13(05).
[4]梁伟,王宗贤,顾琦.浅谈土木工程损伤检测技术[J].科技信息.
[5]宗周红,任伟新,阮毅.土木工程结构损伤诊断研究进展[J].土木工程学报,2003(05).
[6]张启伟.桥梁结构模型修正与损伤识别[D].上海:同济大学桥梁工程系博士学位论文,1999.
[7]崔飞.桥梁参数识别与承载力评估[D].上海:同济大学桥梁工程系博士学位论文,2OOO.
[8]李静.土木工程结构损伤检测的研究概述[J].山西建筑,2009(03).
[9]Cawley P,Adams R D.The location of defects instructures from measurement of naturalfrequencies[J].Journal of Strain Analysis,1979,14(02)49-57.
[10]Fox C H J.The location of defects in structures:acomparison of the use of natural frequency and modeshape data[A].Proceeding of the 10th InternationalModal Analysis Conference[C].San Diego,California,1992.522-528.
[11]Koh B H,Ray L R.Feedback controller design forsensitivity-based damage localization[J].Journal ofSound and Vibration,2004,273:317-335.
[12]Pai P F,et a1.Detection and estimation of defects ina circular plate using operation deflectionshapes[R].NDE for Health Monitoring andDiagnostics,San Diego,2002.4702—46.
[13]Pandey A K,Biswas M,Samman M M.Damagedetection from changes in curvature modeshpes[J].Journal of Sound Vibration,1991,145(2):321-332.
[14]刘丰年,李宏男.一种有效的结构动态参数识别方法[J].地震工程与工程振动,1998,18(01):30-34.
[15]陈长征,罗跃纲,白秉三,唐忠.结构损伤检测与智能诊断[M].北京:科学技术出版社,2001.
[16]施斌,徐洪钟,张丹,丁勇,崔何亮,陈斌,高俊启.BOTDR应变监测技术应用在大型基础工程健康诊断中的可行性研究[J].岩石力学与工程学报,2004,23(03):493-499.