Full-Text Search:
Home|Journal Papers|About CNKI|User Service|FAQ|Contact Us|中文
《Shanxi Architecture》 2013-23
Add to Favorite Get Latest Update

The technique for structural damage detection and modeling of bridge under uncertainties

JIA Jie 1,2 YU Tian-lai 2 ( 1. Harbin Industry University,Harbin 150001,China; 2. College of Civil Engineering,Northeast Forestry University,Harbin 150040,China)  
The technique of structural damage detection and modeling are analyzed under uncertainties. The steps and methods of the existing damage detection are inducted and summarized. The exception detection method is proposed based on Latent variables with considering environmental factors to structural damage detection. Simultaneously,the correction method of the finite model is presented under uncertainties in construction stage.
【CateGory Index】: U441.4
Download(CAJ format) Download(PDF format)
CAJViewer7.0 supports all the CNKI file formats; AdobeReader only supports the PDF format.
【Citations】
Chinese Journal Full-text Database 4 Hits
1 ZHANG Lian-zhen,HUANG Qiao,ZHENG Yi-feng,WANG Zong-lin(School of Traffic Science and Engineering on communication,Harbin Institute of Technology,Harbin 150090,China);Research state and advances on bridge structure damage identification theory[J];Journal of Harbin Institute of Technology;2005-10
2 LIN Tao;Research on damage identification of bridge structures based on wavelet packet energy[J];Shanxi Architecture;2011-05
3 Zong Zhouhong1 Chu Fupeng2 Niu Jie1(1.Southeast University,Nanjing 210096,China;2.Fujian Academy of Building Research,Fuzhou 350025,China);Damage identification methods of bridge structures using response surface based on finite element model updating[J];China Civil Engineering Journal;2013-02
4 Lei Ying1,2, Jiang Yongqiang1(1.Department of Civil Engineering,Xiamen University Xiamen, 361005, China)(2.State Key Laboratory for Disaster Prevention in Civil Engineering, Tongji University Shanghai, 200092, China);Structural Damage Detection Technique with Limited Input and Output Measurement Signals[J];Journal of Vibration, Measurement & Diagnosis;2012-05
【Co-citations】
Chinese Journal Full-text Database 5 Hits
1 HAN Cheng-lin1,2(1.China Railway Fifth Survey and Design Institute Group Co.,Ltd,Beijing 102600,China;2.School of Transportation,Wuhan University of Technology,Wuhan 430063,China);Damage response analysis of long-span girder bridge based on precast accumulative damage model[J];Journal of Lanzhou University of Technology;2013-03
2 WU Sen,WEI Zhuo-bin(Department of Logistics Command and Engineering,Naval Univ.of Eng.,Tianjin 300450,China);Method of structural damage identification based on wavelet packet energy spectrum and factor analysis[J];Journal of PLA University of Science and Technology(Natural Science Edition);2011-05
3 ZHANG Li-fang (Shanxi Jincheng Road and Bridge Construction Co.,Ltd,Jincheng 048000,China);Research on non-destructive test of bridge diseases[J];Shanxi Architecture;2013-01
4 Deshan SHAN,Chunyu FU,Qiao LISchool of Civil Engineering,Southwest Jiaotong University,Chengdu 610031,China;Experimental investigation of damage identification for continuous railway bridges[J];现代交通学报(英文版);2012-01
5 CAO Hui,LIN Xiu-ping(College of Civil Engineering,Chongqing University,Chongqing400045,China);Noise simulation in structural damage identification[J];Journal of Vibration and Shock;2010-05
【Secondary Citations】
Chinese Journal Full-text Database 10 Hits
1 ZHANG Yan 1 LI Ling-zhi 2 NIU San-ku 3(1 Zhouzhi Agricultural Machinery Management Extended Station in Shaanxi Province,Zhouzhi Shaanxi 710400;2 Xi′an Aerotechnical College; 3 Key Laboratory of Electromechanical Dynamic Control,Beijing Institute of Technology);Evaluation Model of Agricultural Machinery Based on Fuzzy Nearness[J];Modern Agricultural Science and Technology;2012-06
2 MA Ya-li, WANG Dong-wei, ZHANG Ai-lin (College of Civil Engineering and Architecture, Beijing University of Technology, Beijing 100022, China; College of Civil Engineering, Zhengzhou University, Zhengzhou 450002, China);A Structural Health-evaluating Method of Bridge on Service: Multi-phase Fuzzy Comprehensive Evaluation[J];Journal of Beijing Polytechnic University;2005-01
3 LI Zhong-xian, YANG Xiao-ming, DING Yang (School of Civil Engineering, Tianjin University, Tianjin 300072, China);Research on substructural damage identification of large cable-stayed bridges using artificial neural networks[J];Earthquake Engineering and Engineering Vibration;2003-03
4 LI Zhongxian,QI Huaizhan,ZHU Jingsong(School of Civil Engineering,Tianjin University,Tianjin 300072,China);Damage identification for long-span cable-stayed bridge based on modal curvature method[J];Journal of Earthquake Engineering and Engineering Vibration;2007-04
5 YUAN Ying1,2,LIN Gao1,ZHOU Ai-hong3,ZHOU Hai-hui2(1.School of Civil and Hydraul.Eng.,Dalian Univ.of Technol.,Dalian 116024,China;2.College of Prospecting Techniques,Shijiazhuang Univ.of Econ.,Shijiazhuang 050031,China;3.School of Civil Eng.and Archit.,Beijing Jiaotong Univ.,Beijing 100044,China);Study of damage identification based on incomplete modal measurements[J];Journal of Dalian University of Technology;2007-05
6 Shi Zhiyu 1 Zhang Lingmi 1 Lu Lingyi 2 ( 1Department of Aircraft Engineering, Nanjing University of Aeronautics and Astronautics, Nanjing 210016) ( 2College of Civil Engineering, Southeast University, Nanjing 210096);Improved Structural Damage Detection Method Based on Modal Strain Energy[J];JOURNAL OF SOUTHEAST UNIVWRSITY(NATURAL SCIENCE EDITION);2000-03
7 Li Aiqun Ding Youliang Fei Qingguo Miao Changqing(Key Laboratory of Concrete and Prestressed Concrete Structures of Ministry of Education,Southeast University,Nanjing 210096,China);Environmental variability in modal frequency identification of Runyang Cable-Stayed Bridge[J];Journal of Southeast University(Natural Science Edition);2007-02
8 Sun Zhenghua1 Li Zhaoxia2 Chan Hungtin Tommy3(1Jiangsu Institute of Building Science,Nanjing 210008,China)(2School of Civil Engineering,Southeast University,Nanjing 210096,China)(3School of Urban Development,Faculty of Built Environment and Engineering,Queensland University of Technology,Queensland Q4001,Australia);Updating and verification for multi-scale finite element model of structure behavior[J];Journal of Southeast University(Natural Science Edition);2009-01
9 YANG Kai-rong,ZHOU Jing,FENG Xin (Institute of Earthquake Engineering,Dalian University of Technology,Dalian 116024,China);Damage Identification of Steel Trestle Based on Modal Flexibility Matrix[J];Journal of Disaster Prevention and Mitigation Engineering;2011-06
10 DENG Miao-yi1,REN Wei-xin2 (1.School of Water Conservancy and Environment Engineering,Zhengzhou University,Zhengzhou,Henan 450002,China; 2.School of Civil Engineering and Architectural,Central South University,Changsha,Hunan 410075,China);Continuous box-girder bridge structure finite element model updating based on static-load testing[J];Journal of Fuzhou University(Natural Science Edition);2009-02
©2006 Tsinghua Tongfang Knowledge Network Technology Co., Ltd.(Beijing)(TTKN) All rights reserved