J4 ›› 2009, Vol. 47 ›› Issue (4): 737-739.
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LI Jing, TUN Bai-Sheng
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The authors presented a structural damage identification method based on generalized flexibility matrix. The generalized flexibility matrix is first introduced and then used to detect the structural damage. Finally, a numerical example of a cantilever beam is used to illustrate the effectiveness of the proposed method.
Key words: generalized flexibility matrix, sensitivity, damage identification
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LI Jing, TUN Bai-Sheng. A Structural Damage Identification Method Based onGeneralized Flexibility Matrix[J].J4, 2009, 47(4): 737-739.
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http://xuebao.jlu.edu.cn/lxb/EN/Y2009/V47/I4/737
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