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Wang Baisheng(Zhejiang University) Y.Q.Ni J.M.Ko(Hong Kong Polytechnic University)  
A damage localization for the Tsing Ma bridge deck is studied through a business program in the paper.A two-stage method is employed for the damage localization.In the first stage,the Tsing Ma bridge deck is divided into several segments.A damage index is derived from modal components for indicating the damaged region.That means to identify where is the damaged deck segment.In the second stage,the artificial neural network is used to identify damaged member in a damaged segment.The results show that the proposed method is feasible for the damage localization of a deck structure.
【CateGory Index】: U446
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Chinese Journal Full-text Database 10 Hits
1 XUE Gang~(1,2),XU You-jun~1,ZHAI Yao-fei~1 (1.Architecture and Civil Engineering School,UST Inner Mongolia,Baotou 014010,China;2.Civil and Environment Engineering school,University of Science and Technology Beijing,Beijing 100083,China);Application of structure dynamic detection in engineering monitoring[J];Journal of Baotou University of Iron and Steel Technology;2005-01
2 Cheng Yun1 Liu Ming1 Ma Liguang2(1.Shenyang Architecture Civil & Engineering Institute,Shenyang, 110015; 2.China Northeast Architectural Design && Research Institute, Shenyang, 110003);Overview of Dynamic Methods for Damage Identification of Buildings[J];Housing Materials & Applications;2004-03
3 Wei Baoli(Architectural Engineering Management Department,Zhengzhou Management Institute of Aeronautical Industry,Zhengzhou 450012,China);Study of the Damage Diagnosis of Steel Truss Bridges[J];Traffic Engineering and Technology for National Defence;2008-04
4 WANG Kai-feng,ZHANG Xie-dong(School of Transportation,Wuhan University of Technology,Wuhan 430063,China);Research on Damage Identification in Civil Engineering Structure[J];Highway;2008-01
5 LIU Chun-cheng1,2,XU Jian1,HUANG Jin-hua1,YANG Jie1(1.School of Architecture Engineering,Northeast Dianli Univ.,Jilin 132012,China;2.State Key Laboratory of Coastal & Offshore Engineering;Dalian University of Technology,Dalian 116023,China);Damage identification for transmission towers based on neural networks[J];East China Electric Power;2009-02
6 PENG Yong-heng~(1,2),LUO Yue-gang~2,ZHANG Xiao-ning~3 (1.Department of Civil Engineering & Architecture, Dalian University of National Minorities, Dalian 116600, China;2.School of Communication ,Harbin Institute of Technology, Harbin 150001, China; 3. School of Communication, Huanan University of Technology, Guangzhou 510641, China);Study on void identifying of rigid pavement based on integrated neural networks[J];Journal of Harbin University of Commerce(Sciences Edition);2004-04
7 ZHAO Qi-lin~(*1,2), ZHAI Ke-wei~1, ZHANG Zhi~1, HU Ye-ping~1(1.Engineering Institute of Engineering Crops,PLA University of Science and Technology,Nan Jing 210007,China;2.Civil Engineering Institute of Southeast University,Nan Jing 210096,China);Structure damage location model matching method based on static information[J];Chinese Journal of Computational Mechanics;2006-06
8 ZHANG JiPing(School of Navel Architecture and Civil Engineering,Zhejiang Ocean University,Zhoushan 316000);NEW METHOD FOR DAMAGE DETECTION OF PLATE AND SHELL SUBJECTED TO MULTI-LOCATION DAMAGES[J];Journal of Mechanical Strength;2007-03
9 CAI Jing~(1),LI Zhao-xia~(2)(1.College of Civil Engineering,Nanjing University of Technology,Nanjing 210009,China;2.College of Civil Engineering,Southeast University,Nanjing 210096,China);Structural discretized damage detection and integral status assessment based on the lower eigenvalue[J];Journal of Nanjing University of Technology(Natural Science Edition);2006-06
10 ZHANG Ji-ping(School of Navel Architecture and Civil Eng.,Zhejiang Ocean Univ.,Zhoushan 316000,China);The Combined Optimization Method for the Multiple Damages Detection of the Plate Structure[J];Journal of Sichuan University(Engineering Science Edition);2007-03
【Secondary References】
Chinese Journal Full-text Database 10 Hits
1 XIANG Yi-qiang,ZHOU Chang,LI Yi,LI Chun-hui(Department of Civil Engineering,Zhejiang University,Hangzhou 310058,China);Health monitoring and altering system on-line of bridge structures Ⅱ——Signal analysis and extraction method for damage identification[J];Journal of Transport Science and Engineering;2009-02
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10 CHENG Yuan-sheng, YANG Zhen-yu, WANG Gang (Faculty of Traffic Science and Engineering, Huazhong University of Science and Technology, Wuhan, Hubei 430074, China);TWO-STEP STRUCTURAL DAMAGE LOCALIZATION METHOD BASED ON MODE SHAPES OF STRUCTURE UNDER CONTROL[J];Engineering Mechanics;2006-06
China Proceedings of conference Full-text Database 4 Hits
1 Zheng Jingjie1 Zuo Yongzhi 2 Shi Gang 3 Huo Da1 (1.The College of Architecture and Civil Engineering, BeiJing University of Technology, Beijing 100124; 2.Beijing Building Construction Research Institute, Beijing 100039; 3.Key Laboratory of Structural Engineering and Vibration of Education Ministry, Department of Civil Engineering, Tsinghua University, Beijing 100084);Detection technique and evaluation method for glass curtain wall[A];[C];2008
2 ;高桩码头钢筋混凝土构件抗力随时间变化模型研究[A];[C];2005
3 Qin Dong-tao,Wang Zhuo,Yan Wei-ming,Lv Xiao (Beijing Laboratory of Earthquake Engineering and Structural Retrofit.Beijing University of Technology,Beijing 100022,China);Test Analysis for Damage Extent Identification of Reinforced Concrete Simple-supported Beams[A];[C];2008
4 Zhong Ming Shi Weixing;Frame Structure Building Safety Appraisal after Wenchuan Earthquake Based on Dynamic Test[A];[C];2008
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