Identification Method of General Sub-structure for Damage Location of Complex Structures

CHUNG B Y,HYEONG J L.Substructural identification for damage estimation of structures[J].Structural Safety,1997,19(1):121-140.[2] KO J M,SUM Z G,NI Y Q.Multi-stage identification scheme for detecting damage in cable-stayed Kap Shui Mun bridge[J].Engineering Structures,2002,24(7):857-868.[3] 瞿伟廉,陈伟,李秋胜.基于神经网络技术的复杂框架结构节点损伤的两步诊断法[J].土木工程学报,2003,36(5):37-45.QU Weilian,CHEN Wei,LI Qiusheng.Two-step approach for joints damage diagnosis of framed structures by artificial neural networks[J].China Civil Engineering Journal,2003,36(5):37-45.[4] CHUNG B Y,BAHNG E Y.Substructural identification using neural networks[J].Computers Structures,2000,77(1):41-52.[5] 陈素文,李国强.基于BP网络的框架结构损伤的多重分步识别理论[J].地震工程与工程振动,2002,22(5):18-23.CHEN Suwen,LI Guoqiang.A muti-hierarchical damage identification approach based on BP network for frame structures[J].Earthquake Engineering and Engineering Vibration,2002,22(5):18-23.[6] 李忠献,杨晓明,丁阳.应用人工神经网络技术的大型斜拉桥子结构损伤识别研究[J].地震工程与工程振动,2003,23(3):92-99.LI Zhongxian,YANG Xiaoming,DING Yang.Research on substructural damage identification of large cable-stayed bridges using artificial neural networks[J].Earthquake Engineering and Engineering Vibration,2003,23(3):92-99.[7] 李国强,郝坤超,陆烨.框架结构损伤识别的两步法[J].同济大学学报,1998,26(5):483-487.LI Guoqiang,HAO Kunchao,LU Ye.Two-step approach for damage identification of frame structures[J].Journal of Tongji University,1998,26(5):483-487.[8] TOPLE K G,STUBBS N.Nondestructive damage evaluation of a structure from limited modal parameters[J].Earthquake Engineering and Structural Dynamics,1995,24(11):1427-1436.[9] 楼梦麟.结构动力分析的子结构方法[M].上海:同济大学出版社,1997:71-103.[10] 张育智.基于神经网络与数据融合的结构损伤识别理论研究[D].成都:西南交通大学土木工程学院,2007:72-94.[11] 张云涛,龚玲.数据挖掘原理与技术[M].北京:电子工业出版社,2004:49-59.