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Volume 35 Issue 11
Dec.  2014
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Article Contents
Wang Jianmin, Li Hui, Chen Longzhu. APPLICATION OF RELATIVE DISPLACEMENT CHANGE IN STOREYS OF FRAMES(RDCSF) IN STRUCTURAL DAMAGE DETECTION[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(11): 47-49,46. doi: 10.13204/j.gyjz200511014
Citation: Wang Jianmin, Li Hui, Chen Longzhu. APPLICATION OF RELATIVE DISPLACEMENT CHANGE IN STOREYS OF FRAMES(RDCSF) IN STRUCTURAL DAMAGE DETECTION[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(11): 47-49,46. doi: 10.13204/j.gyjz200511014

APPLICATION OF RELATIVE DISPLACEMENT CHANGE IN STOREYS OF FRAMES(RDCSF) IN STRUCTURAL DAMAGE DETECTION

doi: 10.13204/j.gyjz200511014
  • Received Date: 2005-04-18
  • Publish Date: 2005-11-20
  • On the basis of analyzing transversal flexibility of the planar frames, the influencing mechanism of the damage to local members on the displacement variation of frames is introduced.Based on the aforementioned work, the relative displacement change in storeys of the frame(RDCSF) is extracted as the damage characteristic parameter, and the structural damage detection is also analyzed by combining the design of artificial neural network.
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  • Wang Jianmin, Chen Longzhu. Damage Detection of Frames Using the Increment of Lateral Displacement Change. Journal of Zhejiang University Science, 2005,6A(3): 202~212
    [2] 王建民. 框架结构失效元分析及损伤检测的综合研究:[学位论文].上海:上海交通大学,2004
    [3] Green B N. Earthquake Resistant. Building Design and Construction. New York: Van Nostrand Reinhold Company, 1978
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