DAMAGE IDENTIFICATION OF FRAME STRUCTURES BASED ON MODAL SENSITIVITY ANALYSIS——NUMERICAL SIMULATION AND TEST VERIFICATION

Xie Qiang; Zhao Liang

doi:10.13204/j.gyjz200512026

Volume 35 Issue 12

Dec. 2014

Turn off MathJax

Article Contents

Abstract

References

Article Navigation > INDUSTRIAL CONSTRUCTION > 2005 > 35(12): 94-96

Xie Qiang, Zhao Liang. DAMAGE IDENTIFICATION OF FRAME STRUCTURES BASED ON MODAL SENSITIVITY ANALYSIS——NUMERICAL SIMULATION AND TEST VERIFICATION[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(12): 94-96. doi: 10.13204/j.gyjz200512026

Citation:

Xie Qiang, Zhao Liang. DAMAGE IDENTIFICATION OF FRAME STRUCTURES BASED ON MODAL SENSITIVITY ANALYSIS——NUMERICAL SIMULATION AND TEST VERIFICATION[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(12): 94-96. doi: 10.13204/j.gyjz200512026

Citation:

PDF( 0 KB)

DAMAGE IDENTIFICATION OF FRAME STRUCTURES BASED ON MODAL SENSITIVITY ANALYSIS——NUMERICAL SIMULATION AND TEST VERIFICATION

doi: 10.13204/j.gyjz200512026

1.
1. Department of Structural Engineering,Tongji University Shanghai 200092;
2.
2. Shenzhen Branch,Central Research Institute of Building and Construction of MCC Gruop Shenzhen 518054

Received Date: 2005-02-20
Publish Date: 2005-12-20

Abstract

Abstract

In order to verify the modal sensitivity based on damage identification method, numerical simulation is performed in three types of cases.This method is further evaluated by vibration test of a frame model.Numerical simulation and experimental verification clearly show that for the shear buildings, damage severity and locations can be detected by the method.
- damage identification,
- frame structures,
- numerical simulation,
- vibration test

FullText(HTML)

References(5)

References

Flint A R,Mc Fadyen A N,Lau C K,et al.Wind and Structural Health Monitoring Systems(WASHNS) for Lantau Fixed Crossing,Proceedings of Bridges into the 21th Century Conference.Hong Kong:1995

[2] Chen J C.Intellingent Monitoring System for Suspension Bridge Damage Detection.Proceedings of Bridges into the 21th Century Conference.Hong Kong:1995

[3] Morassi A,Rovere N.Localizing a Notch in a Steel Frame from Frequency Measurements.Journal of Engineering Mechanics,ASCE,1997,124(5):422～432

[4] Lam H F,Ko J M,Wong C W.Localization of Damaged Structural Connections Based on Experimental Model and Sensitivity Analysis.Journal of Sound and Vibration,1998,210(1):91～115

[5] 谢强.建筑结构健康监测若干基础问题的试验研究及分析:[博士学位论文].上海:同济大学,2001

Relative Articles

[1]	YANG Yinqiang, KANG Shuai, WANG Zifa, HE Zhongying, TENG Hui. Research on Damage Identification for Steel Frames Based on Convolutional Autoencoder and Correlation Function[J]. INDUSTRIAL CONSTRUCTION, 2024, 54(11): 78-86. doi: 10.3724/j.gyjzG23102311
[2]	LI Hongyi, SHAO Weiwei, ZHU Zhanlong, YANG Weijun. Quantitative Damage Identification of Frame Structure Based on Wavelet Packet Energy Curvature Difference Under Environmental Excitation[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(10): 78-83. doi: 10.13204/j.gyjzG21112501
[3]	FENG Heng, GAO Bin, GUO Huiyong. Nonlinear Damage Identification of Transmission Towers Based on AR/ARCH Model Conversion Distance and Its Experimental Research[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(8): 57-63. doi: 10.13204/j.gyjzG21071316
[4]	LI Shujin, XIONG Shuqi, FAN Peiran, WANG Gang. Application Research on Deep Convolutional Neural Network Considering Residual Learning in Structural Damage Identification[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(7): 192-198. doi: 10.13204/j.gyjzg21101009
[5]	ZHU Yan, JIANG Qingjie. Research and Application of the Curvature Modal Parameter Method in Quantitative Damage Identigication of String Structures[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(10): 71-77. doi: 10.13204/j.gyjzG22062310
[6]	LU Peng, ZHAO Tiansong, WANG Jian, ZHAO Lei, CHANG Haosong, ZHENG Yun. Review on Damage Identification and Health Monitoring of Steel Structures Based on Computer Vision[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(10): 22-27. doi: 10.13204/j.gyjzG22071401
[7]	Du Yuanfang, Wang Sheliang, Zhao Qin, Fan Yujiang. SHAKING TABLE TEST OF ENHANCED RECYCLED AGGREGATE CONCRETE FRAME STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(11): 30-33,44. doi: 10.13204/j.gyjz201311007
[8]	Wei Zhuobing, Wu Sen, Zhang Ning. SIMULATION EXPERIMENT STUDY ON A CANTILEVER BEAM BASED ON TRANSMISSIBILITY[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(2): 143-147. doi: 10.13204/j.gyjz201302029
[9]	Du Yongfeng, Li Zhuohang, Li Hui. STUDY ON STRUCTURAL DAMAGE IDENTIFICATION BASED ON THE RELATIVE ELEMENT STIFFNESS COEFFICIENT[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(8): 39-42. doi: 10.13204/j.gyjz201308008
[10]	Peng Nian, Zhang Yongxing, Chen Jiangong. A NEW METHOD OF DAMAGE IDENTIFICATION IN STRUCTURE BASED ON DAMAGE FLEXIBILITY CURVATURE MATRIX[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(8): 15-18. doi: 10.13204/j.gyjz201308003
[11]	Wang Wanping, Weng Guangyuan, Shen Wei. STUDY ON DATA FUSION METHOD FOR TRUSS STRUCTURE DAMAGE IDENTIFICATION[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(12): 129-132. doi: 10.13204/j.gyjz201212028
[12]	Li Hairui, Li Juelong, Xing Jianchun. RESEARCH ON STRUCTURAL DAMAGE IDENTIFICATION USING GREY NETWORK[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(12): 126-128,138. doi: 10.13204/j.gyjz201212027
[13]	Zhao Hongtie, Zhang Fengliang, Xue Jianyang, Ma Hui, Zhang Xicheng. SHAKING TABLE TEST AND NUMERICAL SIMULATION OF THE ROOF IN ANCIENT TIMBER STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(8): 46-48. doi: 10.13204/j.gyjz201108013
[14]	Xia Jingchan, Duan Jingmin, Zhao Hongbo, Yu Xiaoxun. THE TRUSS STRUCTURE DAMAGE IDENTIFICATION RESEARCH BASED ON THE MODAL PARAMETERS AND SUPPORT VECTOR MACHINE[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(7): 16-20,37. doi: 10.13204/j.gyjz201107004
[15]	Xu Dian, Yang Youfa, Deng Yanhua. STUDY ON TRUSS DAMAGES DETECTION BASED ON DYNAMIC AND STATIC COMBINING METHOD[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(7): 21-25. doi: 10.13204/j.gyjz201107005
[16]	Yang Youfa, Li Yingjun, Zhao Zhonghua. IMPROVED NONLINEAR ANALYTICAL METHOD FOR DAMAGE IDENTIFICATION OF FRAME STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(7): 26-30. doi: 10.13204/j.gyjz201107006
[17]	Luo Youxin, Diao Bo, Li Shuchun, Hao Zhihong. REPETITIVE LOADING TEST OF RC FRAME STRUCTURES WITH SPECIAL SHAPED COLUMNS AND NUMERICAL SIMULATION[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(8): 46-49,82. doi: 10.13204/j.gyjz200808013
[18]	Xue Xiang, Huo Da, Teng Haiwen. DAMAGE INDENTIFICATION OF ENGINEERING STRUCTURE BY SPATIAL CONTINUOUS WAVELET TRANSFORM[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(5): 10-13. doi: 10.13204/j.gyjz200705003
[19]	Wang Guoan, Fang Jianbang. RESEARCH ON DAMAGE IDENTIFICATION METHOD BASED ON FLEXIBILITY MATRIX AND FUZZY PATTERN[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(5): 26-29. doi: 10.13204/j.gyjz200705007
[20]	Hou Jian, Huang Qinghua, Wang Sheliang. DAMAGE IDENTIFICATION FOR REINFORCED CONCRETE STRUCTURES BASED ON WAVELET TRANSFORM[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(5): 14-19. doi: 10.13204/j.gyjz200705004