引文
[1]CAWLEY,ADAMS R D.The location of defects in structuresfrom measurements of the natural frequencies[J].Journal of StrainAnalysis,1979,14(2):49-57.
[2]谢峻,韩大建.一种改进的基于频率测量的结构损伤识别方法[J].工程力学,2004,21(1):21-25.
[3]HEARN G,TESTA R B.Modal analysis for damage detection instructure[J].Structural Engineering,1991,117(10):3042-3063.
[4]BISWAS M,PANDEY A K,SANMAN M M.Diagnosticexperimental spectral/modal analysis of a highway bridge[J].IntlJ EXP Anal,1990,5(1):33-42.
[5]LIEVEN N A J,EWINS D J.Spatial correlation of mode shapesthe coordinate modal assurance criterion[C]//Pro.of the 6 thIMAC,1998:690-695.
[6]PANDEY A K,BISWAS M,SAMMAN M M.Damage detectionfrom changes in curvature mode shapes[J].Journal of Sound andVibration,1991,145(2):321-332.
[7]禹丹江,陈淮.桥梁损伤检测的曲率模态方法探讨[J].郑州大学学报,2002,23(2):104-106.
[8]李军,于德介,白会人.基于应变模态的结构损伤定位方法[J].世界地震工程,2007,23(1):104-109.
[9]顾培英,陈厚群.基于损伤应变模态的结构损伤识别直接指标法[J].自然科学进展,2007,17(2):240-247.
[10]谢千.基于应变模型的桥梁结构的损伤识别研究[J].中国水运,2007,5(3):40-41.
[11]CHEN J C,GRARBA J A.On-orbit damage assessment forlarge space structures[J].AIAA Journal,1998,36(9):98-126.
[12]苏扩军,易等军,邓华锋.结构损伤识别的模态应变能方法探讨[J].三峡大学学报,2005,27(3):220-223.
[13]王学广,贺国京.高精度模态应变能法结构损伤检测研究[J].铁道学报,2005,27(5):92-95.
[14]史冶宇,张令弥,吕令毅.基于模态应变能诊断结构破损的修正方法[J].东南大学学报(自然科学版),2000,30(3):84-87.
[15]王根会,胡良红.基于单元模态应变能的桥梁结构损伤识别研究[J].铁道学报,2006(6):83-86.
[16]邬瑞锋.一种架结构损伤的柔度矩阵法[J].计算力学学报,2001,18(1):42-47.
[17]唐小兵,沈成武.结构损伤识别的柔度曲率法[J].武汉理工大学学报,2001,23(8):18-20.
[18]孙国,顾元宪.连续梁结构损伤识别的改进柔度阵方法[J].工程力学,2003,20(4):50-54.
[19]RICLES J M,KOSMATKA J B.Damage detection in elasticstructures using vibration residual forces and weighted sensitivity[J].AIAA Journal,1992(30):2310-2316.
[20]BARUH H,RATAN S.Damage detection in flexible structures[J].Journal of Sound and Vibration,1993,16(6):21-30.
[21]刘济科,杨秋伟.基于残余力向量的结构损伤识别两步法[J].中山大学学报(自然科学版),2004,43(4):1-4.
[22]MANNAN M A,RICHARDSON M H.Detection and locationof structural cracks using FRF measurement[J].Proceedings of 8thIMAC,Kissimmee,Florida,USA,1990(1):652-657.
[23]ZIMMERMAN D C,KAOUK M.Eigen structure assignmentapproach for structural damage detection[J].AIAA Joural,1992,30(7):1848-1855.
[24]郭惠勇,李正良.基于不完备频响函数的结构多损伤定性和定量识别[J].工程力学,2007,24(4):13-17.
[25]杨彦芳,宋玉普.基于主元分析和频响函数的网架结构损伤识别方法[J].工程力学,2007,24(9):105-110.