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Journal of Zhejiang University-SCIENCE A (Applied Physics & Engineering)  2005, Vol. 6 Issue ( 3): 8-    DOI: 10.1631/jzus.2005.A0202
    
Damage detection of frames using the increment of lateral displacement change
WANG Jian-min, CHEN Long-zhu
School of Civil Engineering and Mechanics, Shanghai Jiaotong University, Shanghai 200240, China
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Abstract  The method proposed in this paper is based on the fact that the damage in different types of structural members has distinctive influence on the structural stiffness. The intrinsic mechanical property of the structure is tapped and fully utilized for damage detection. The simplified model of the flexibility of frames treats the individual storeys as springs in series and the frame as an equivalent column. It fully considers the main deformation of all beams and columns in the frame. The deformation property of the simplified model accorded well with that of the actual frame model. The obtained increment of lateral displacement change (IOLDC) at the storey level was found to be very sensitive to the local damage in the frame. A damage detection method is proposed using the IOLDCs as the damage identification parameters. Numerical examples demonstrate the potential applicability of this method.

Key wordsDamage detection      Increment of lateral displacement change      Static test      Frame      Equivalent column Civil Engineering and Mechanics     
Received: 04 January 2004     
CLC:  TU311  
  O342  
Cite this article:

WANG Jian-min, CHEN Long-zhu. Damage detection of frames using the increment of lateral displacement change. Journal of Zhejiang University-SCIENCE A (Applied Physics & Engineering), 2005, 6( 3): 8-.

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http://www.zjujournals.com/xueshu/zjus-a/10.1631/jzus.2005.A0202     OR     http://www.zjujournals.com/xueshu/zjus-a/Y2005/V6/I 3/8

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