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《Earthquake Engineering and Engineering Vibration》 2003-02
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Two-step detection approach to joint damage in high-rise tower structures by using artificial neural network

QU Weilian1,HUANG Dongmei1,2(1. Institute of Civil Engineering and Architecture, Wuhan University of Technology, Wuhan 430070,China;2.Department of Civil Engineering, Guangxi College of Technology, Liuzhou 545005,China)  
In this paper, the motion characteristic of power line tower is analyzed and then the finite element model of jointdamaged structure is set up according to the damaging characteristic of highrise steel tower structure. A twostep detection approach to delaminating neural network is presented.The first step is to identify a damage area by using the first layer NN based on area subspace rotation algorithm. The second step is to locate a specific damaged joint by using the second layer NN based on strain mode theory. Performance of the proposed damage detection approach is demonstrated by analysis of a plane tower structure. 
【CateGory Index】: TU347
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Chinese Journal Full-text Database 10 Hits
1 QU Weilian1,QIN Wenke1,LIANG Zhengping2(1.Hubei Key Laboratory of Roadway Bridge & Structure Engineer,Wuhan University of Technology,Wuhan 430070,China;2.China Power Engineering Consulting Group Corporation,Beijing 100011,China);The wavelet recognition method of joint bolt looseness damage diagnosis based on the wind-induced responses of transmission towers[J];Journal of Earthquake Engineering and Engineering Vibration;2008-04
2 WANG Yuan-qing1,YAO Nan1,ZHANG Tian-shen2,SHI Yong-jiu1(1.Key Laboratory of Structural Engineering and Vibration of China Education Ministry,Tsinghua University,Beijing 100084,China;2.Detecting Center of Structure Engineering of Tsinghua University,Beijing 100084,China);AN APPLICATION OF MULTISTAGE MODEL UPDATING BASED ON OPTIMIZATION THEORY TO THE SAFETY APPRAISAL OF BRIDGE[J];Engineering Mechanics;2010-01
3 GU Pei-ying~1,CHEN Hou-qun~2,LI Tong-chun~3,DENG Chang~4(1.College of Civil Engineering,Hohai University,Nanjing 210098,China;2.China Institute of Water Resources and Hydropower Research,Beijing 100044,China;3.College of Water Conservancy and Hydropower Engineering,Hohai University,Nanjing 210098,China;4.Nanjing Hydraulic Research Institute,Nanjing 210029,China);Application of strain mode test to structural damage diagnosis of aqueducts[J];Journal of Hohai University(Natural Sciences);2006-04
4 QU Weilian~1,TENG Jun~2,XIANG Haifan~3,ZHONG Luo~1,LIU Hui~1,WANG Jing~1,LI Gongbiao~1(1.Wuhan University of Technology,Wuhan 430070,China;2.School of Graduate in Shenzhen,Harbin Institute of Technology,Shenzhen 518055,China;3.Tongji University,Shanghai 200092,China)In this paper,the intelligent methods of monitoring automatically integral behavior,and diagnosing unknown damage for large span complicated space truss structures under wind-exciting from limited sensor information are discussed in detail with the roof of the Shenzhen Citizen Center as engineering background.The fundamental principles and the key techniques are intelligent monitoring technique for working performance of space truss structure,intelligent monitoring technique for working performance of steel brackets,automatic diagnosis technique of the welding crack damages of space truss structure,and the real-time safety assessment technique of collapse of the damaged space truss structure.It is successfully realized the entire space truss structure health monitoring under most economical circumstances by the applied intelligent methods.;Intelligent health monitoring for roof space truss structure of the Shenzhen Citizen Center under wind load[J];Journal of Building Structures;2006-01
5 GAO Jing-jing FANG You-liang;Damage detection of transmit electricity tower[J];Shanxi Architecture;2010-10
6 QU Cheng-zhong,LIAN Xu-wei(School of Architecture Engineering,Northeast Dianli Univ.,Jilin 132012,Jilin,China);HHT-based Structural Damage Identification for Transmission Tower[J];East China Electric Power;2010-11
7 LIU Shi NAI Lei;On hybrid neural network method for structural damage identification[J];Shanxi Architecture;2011-03
8 WU Jin-zhiZHANG Yi-gang (Spatial Structures Research Center,Beijing University of Technology,Beijing 100022,China);Damage identification of grid structures based on BP neural networks and experimental study[J];World Information On Earthquake Engineering;2005-04
9 DING Yang,SONG Yang,LI Zhong-xian (School of Civil Engineering,Tianjin University,Tianjin 300072,China);Identification and Location of Joint Damage in Long-Span Spatial Structure[J];Journal of Tianjin University;2007-06
10 Liu Hui Qu Weilian Wang Jinwen Xiao Chun Wang Xueliang Li Gongbiao (Wuhan University of Technology,Wuhan 430070,China);A study on estimation of the intelligent work status of large space truss structures based on limited measurement information[J];China Civil Engineering Journal;2007-12
China Proceedings of conference Full-text Database 1 Hits
1 Su Yingzhi, Du Shoujun ( College of Civil Engineering. Agricultural University of Hebei. Baoding. 071001. China. College of Civil Engineermg & Architecture. Hehei University of Science & Technology. Shijiazhuang. 050018. China);NUMERICAL SIMULATION OF TOWER TRUSS STRUCTURE DAMAGE ANALYSIS BASED ON DATA OF MODE[A];[C];2005
Chinese Journal Full-text Database 3 Hits
1 QU Wei-lian, CHEN Wei (College of Civil Engineering and Architecture. Wuhan University of Technology. Wuhan 430070, China);Seismic damage diagnosis of frame structure using artificial neural network[J];Earthquake Engineering and Engineering Vibration;2002-01
2 QU Weilian1,HUANG Dongmei1,2(1.Institute of Civil Engineering and Architecture, Wuhan University of Technology, Wuhan 430070, China;2.Department of Civil Engineering, Guangxi College of Technology, Liuzhou 545005, China);Two-step damage diagnosis methods of large and complex structures[J];World Information On Earthquake Engineering;2003-02
3 Qu Wei-lion Chen Wei Li Qiusheng (Wuhan University of Technology) (City University of Hong Kong);TWO-STEP APPROACH FOR JOINTS DAMAGE DIAGNOSIS OF FRAMED STRUCTURES BY ARTIFICIAL NEURAL NETWORKS[J];China Civil Engineering Journal;2003-05
Chinese Journal Full-text Database 10 Hits
1 WU Ti~(1,2),XIAO Chengbo~(1,2),XIONG Feng~1(1.College of Architecture and Environment of Sichuan University,Chengdu 610065,China;2.Sichuan Institute of Building Research,Chengdu 610081,China);A solution for structure vibration problems[J];Sichuan Building Science;2006-06
2 ZHANG Huazhi,FENG Yifang(Dept.of Civil Engineering,Huangshi College of Technology,Huangshi 435003,China);Identification of structural modal parameters by wavelet transformation[J];Sichuan Building Science;2007-06
3 HU Su-ying,ZHOU Xin-xiang,ZHENG Wen-guang(School of Mechanical Engineering and Automation,University of Science and Technology Liaoning,Anshan 114051,China);Optimization design and experimental model analysis of complex throttle injection with small apertures spray muffler[J];Journal of University of Science and Technology Liaoning;2009-02
4 GU Aijun, FAN Junjie (School of Civil Engineering and Architecture, Northern Jiaotong University, Beijing 100044,China);Performance Analysis of Vibration Isolation Pads on Track Structure[J];Journal of Northern Jiaotong University;2003-04
5 Yu Qihao1, Huang Yongzhu2(1.School of Mechanical-Electronic Engineerin,BICEA Beijing 100044;2.Beijing Weiteng Special Automobile Company,Beijing 101300);Application of Model Test Analysis in Engineering Vibration System[J];Journal of Beijing Institute of Civil Engineering and Architecture;2007-01
6 Yang Xiaoyu1 Li Chengyao2 Li Hanfei2(1 Beijing Institute of Petro-chemical Technolog,Beijing 102617;2 Armor Institute of Technology of P.L.A,Beijing 100072);Research on the Static Analysis of the Mechanical Connection Based on FEM[J];Journal of Beijing Institute of Petro-Chemical Technology;2009-01
7 ZHANG Jing-fen,ZHAO De-you(School of Naval Architecture,Dalian university of Technology,Dalian116024,China);Fault diagnosis to structural crack based on FNN and Data Fusion[J];Journal of Ship Mechanics;2004-02
8 XU Rui(Chongqing Institute of Automobile,Chongqing Institute of Technology,Chongqing 400050,China);Finite Element Strength Analysis for Motorcycle Frame[J];Journal of Chongqing Institute of Technology(Natural Science Edition);2007-11
9 JI Sheng-chang~1,WANG Jun-de~2,LI Yan-ming~1(1.Xi'an Jiaotong University,Xi'an 710049,China;2.ABB(China) Ltd,Beijing 100016,China);Research on axial vibration characteristics of transformer windings under steady condition[J];Advanced Technology of Electrical Engineering and Energy;2006-01
10 QU Wei lian, CHEN Chao, WANG Jing (Institute of Civil Engineering and Architecture of Wuhan University of Technology, Wuhan 430070, China);Instantaneous stress field identification for bracket of roof latticed truss structure in Shenzhen Citizens Center[J];Earthquake Engineering and Engineering Vibration;2002-04
China Proceedings of conference Full-text Database 2 Hits
1 Zhan Sheng~1,Xu Youlin~1,Hong Xiaojian~1,Zhu ledong~2,Zhang Xiaohua~1 (1 Department of Civil and Structural Engineering,The Hong Kong Polytechnic University,Hong Kong,China; 2 Department of bridge engineering,Tongji University,Shanghai,200092,China);Development of a Long Suspension Bridge Model for Structural Health Monitoring[A];[C];2009
2 ~*ZHU Hong-ping~(1,2),YU Jing~(1,2),ZHANG Jun-bing~(1,2) (1.School of Civil Engineering & Mechanics,Huazhong University of Science & Technology,Wuhan,Hubei 430074,China; 2.Hubei Key Laboratory of Control Structures,Wuhan,Hubei 430074,China);A SUMMARY REVIEW AND ADVANTAGES OF VIBRATION-BASED DAMAGE IDENTIFICATION METHODS IN STRUCTURAL HEALTH MONITORING[A];[C];2010
Chinese Journal Full-text Database 10 Hits
1 WU Da hong,ZHAO Ren da (Department of Bridge and Structural Engineering,Southwest Jiaotong University,Chengdu 610031,China);Research on the bridge health monitoring system based on genetic algorithms and neural network[J];Building Science Research of Sichuan;2002-03
2 WANG Wen jing, LIU Zhi ming, MIAO Long xiu (College of Mechanical and Electrical Engineering, Northern Jiaotong University, Beijing 100044,China);The Strain Modal Analysis of Structure Based on Modal Testing[J];JOURNAL OF NORTHERN JIAOTONG UNIVERSITY;2000-04
3 ZHANG Yi-gang, WU Jin-zhi, LIANG Xin ( Research Center of Space Structures, Beijing University of Technology, Beijing 100022, China );Localization Method of Nodes Oriented Grid Structural Damage[J];Journal of Beijing Polytechnic University;2004-02
4 ZHANG Jing,XU Xia,WANG Yu-han,YIN Min(School of Electronic Information and Automation,Chongqing Institute of Technology,Chongqing 400050,China);Testing Technology for Structure Damages Based on Piezoelectric Ceramics Dynamic Information[J];Journal of Chongqing Institute of Technology(Natural Science Edition);2007-05
5 Wu Chengdong Liu Zongfu (Northeast University);The Optimization of Multi -Sensor Data[J];Journal of Transducer Technology;1994-03
6 Ma Yulin Ma Yunhui Li Yongtong(Harbin Institute of Technology)Zhang Yingqi Li Huimin(The 49th Research Institute of the Ministry of Electronics Industry);Technique of Data Fusion in Multisensor Measurement[J];Journal of Transducer Technology;1994-04
7 ;Some Key Questions About Wireless Sensor Network[J];Sensor World;2004-07
8 CAO Shui-dong,LI Chuan-xi,XU Fei-hong,ZHANG Jian-ren(School of Bridge and Structure,Changsha University of Science and Technology,Changsha 410076,China);Flexibility Curvature Rate Method in the Damage Identification Based on Structure Flexibility Matrix[J];Journal of Changsha University of Electric Power(Natural Science);2006-01
9 ZHANG Dongli\+1, LI Ting\+2, SUN Xilong\+1 (1. Dept. of Mechnical Engineering, North China Branch Institute of Technology, Taiyuan 030008, China; 2. Dept. of Mechatronic Engineering, North China Institute of Technology, Taiyuan 030051, China);Concrete Structure Fault Diagnosis Using Natural Frequency[J];Journal of Test and Measurement Technology;2003-03
10 CHEN Huai,WU Hong-sheng,TANG Jun(School of Civil Engineering,Zhengzhou University,Zhengzhou 450001,China);Spatial analysis of suspender tensile force for the pushan CFST through arch bridge[J];Journal of Railway Science and Engineering;2008-02
【Secondary References】
Chinese Journal Full-text Database 10 Hits
1 PENG Xi-rong~1 LU Xin-ying~1 SUI Yun-kang~2 CHEN Zhao-yuan~1 1.Graduate School at Shenzhen,Tsinghua University,Shenzhen 518055,China; 2.Simulation Center for Engineering,Beijing University of Technology,Beijing 100124,China;Damage Degree Identification Method Based on Strain Mode and Structural Optimization[J];Journal of Beijing University of Technology;2009-02
2 Liu Lin~1 Bai Guoliang~1 Kong Jiangtao~1 Zhao Chunlian~2 Li Hongxing~2(1.Xi'an University of Architecture & Technology,Xi'an 710055,China;2.Northwest Electric Power Design Institute,Xi'an 710032,China);STUDY ON BODY COEFFICIENT AND PILE CLUSTER EFFECT OF CONCRETE PIPE COLUMNS IN SUPPORT STRUCTURE SYSTEM OF AIR COOLED CONDENSER[J];Industrial Construction;2009-03
3 Liu Lin~1 Bai Guoliang~1 Li Xiaowen~1 Li Hongxing~2 Zhao Chunlian~2(1.Xi'an University of Architecture & Technology,Xi'an 710055,China;2.Northwest Electric Power Design Institute,Xi'an 710032,China);TEST STUDY ON WIND PRESSURE DISTRIBUTION ON WIND-BREAK WALL OF SUPPORT STRUCTURE SYSTEM OF AIR COOLED CONDENSER[J];Industrial Construction;2009-08
4 ;Data Acquisition and Processing Base on the System of Health Monitoring for Roof Net Construction of an Electric Sensor[J];Industrial Control Computer;2007-07
5 YIN Zhixiang1,XU Wenjie1,MAO Liqiang2(1.Architectural and Civil Engineering Institute,Liaoning Technical University,Fuxin 123000,China;2.Qingdao Star Technology Co.,Ltd.Qingdao 266000,China);Study on mode curvature and wavelet method for identifying and locating damage to reticulated shell structures[J];Journal of Earthquake Engineering and Engineering Vibration;2009-04
6 YANG You-fa,CHEN Yuan (College of Civil Engineering of Chongqing University,Chongqing 400045,China);The Multi-stage Damage Identification Approach for Frame Structural Joints Based on the High Efficient Neural Network[J];Construction & Design for Project;2010-10
7 LING Jin-di,WEI Yong-bin,HU Zong-qi(Technology ceiter of china state construction Engineering corp.LTD.,Beijing 101300,China);Research About the Steel Roof Health Monitoring System for the Huang He Kou Model Test Chamber[J];Construction & Design for Project;2010-11
8 CHEN Geng-ye~1,TANG Li-xiang~1,SHI Jun-jie~2(1.School of Resource and Civil Engineering,Northeastern University,Liaoning,Shenyang 110004,China,2.China Railway 9~(th) Engineering Bureau,Liaoning, Shenyang 110031,China);Stress-induction EMF effects and associated principle of magnetic moment deflection for steel tube[J];Journal of Harbin Institute of Technology;2006-12
9 ;大跨度结构损伤定位的研究评述[J];Heilongjiang Science and Technology Information;2009-16
10 LI Zhao,TANG Xue-song,CHEN Xing-ye(College of Bridge and Structural Engineering,Changsha University ofScience and Technology,Changsha 410076,China);Two-step damage identification method and its application based on curvature mode and neural network[J];Journal of Changsha University of Science & Technology(Natural Science);2008-02
China Proceedings of conference Full-text Database 2 Hits
2 Liu Zhansheng,Chen Zhihua (School of Civil Engineering,Tianjin University,Tianjin 300072,China);Study on Health Monitoring Scheme of Chiping Gymnasium[A];[C];2010
【Secondary Citations】
Chinese Journal Full-text Database 10 Hits
1 J. M. Ko, Z.G. Sun and Y.Q.Ni (Department of Civil and Structural Engineering, The HongKong Polytechnic University, Kowloon, Hong Kong);Simulation of damage identification using vibration-based method for Kap Shui Mun Bridge[J];Earthquake Engineering and Engineering Vibration;2001-S1
2 QU Wei-lian, CHEN Wei (College of Civil Engineering and Architecture. Wuhan University of Technology. Wuhan 430070, China);Seismic damage diagnosis of frame structure using artificial neural network[J];Earthquake Engineering and Engineering Vibration;2002-01
3 QU Wei lian, CHEN Chao, WANG Jing (Institute of Civil Engineering and Architecture of Wuhan University of Technology, Wuhan 430070, China);Instantaneous stress field identification for bracket of roof latticed truss structure in Shenzhen Citizens Center[J];Earthquake Engineering and Engineering Vibration;2002-04
4 XU Zu nian 1, WANG Bai sheng 2 (1.Anhui Provincial Highway Administrative Bureau, Hefei 230011, China; 2.Dept. of Civil Engineering,Zhejiang University, Hangzhou 310027, China);Vibration-based structural damage detection of long-span bridges[J];Journal of Hefei University of Technology(Natural Science);2001-05
5 Yi Weijian (Department of civil Engineering, Hunan University, Changsha 410082);A Summing-up on Investigation of Dvnamic Method in Damage Diagnosis of Engineering Structures[J];JOURNAL OF HUNAN URBAN CONSTRUCTIN COLLEGE;1999-03
6 Zhou Xianyan Shen Pusheng Yi Weijian(Dapartment of Civil Engineering,Hunnan Univ,410082,Changsha,P R China);Theory and Test Research on Damage Assessement of Concrete Plane Framed Structures[J];JOURNAL OF HUNAN UNIVERSITY(NATURNAL SCIENCES);1995-04
7 Zhou Xianyan Shen Pusheng (Dept of Civil Engineering,Hunan Univ,410082,Changsha,P R China);Study of Damage Assessment of Concrete Structures by Strain Model Method[J];JOURNAL OF HUNAN UNIVERSITY(NATURNAL SCIENCES);1997-05
8 CHEN Wei, QU Wei-lian. JIANG Zheng-gou (Department of Civil Engineering and Architecture. Wuhan University of Technology, Wuhan 430070. China);The application of antificial neural networks to structural damage detection[J];World Information On Earthquake Engineering;2002-01
9 QU Wei-lian, CHEN Chao, WEI Wen-hui(Institute of Civil Engineering and Architecture. Wuhan University of Technology. Wuhan 430070, China);The methods of identifying damage location for weld in members of steel structure based on strain mode[J];World Information On Earthquake Engineering;2002-02
10 Wang Baisheng(Zhejiang University) Y.Q.Ni J.M.Ko(Hong Kong Polytechnic University);NUMERICAL STUDY OF DAMAGE LOCALIZATION FOR TSING MA BRIDGE DECK[J];;2001-03
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