Study of Structural Damage Identification by Step Based on Flexibility Change
FENG Xiao-tong,GUO Yi
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1. College of Architecture and CivilEngineering Jinlng Institute of Technolgy, Nanjing 21001 China; 2. College of CivilEngineering Nanjing University of Industry, Nanjing 21009, China
A method of structural damage identification by step was introduced. Flexibility used to locate structural damage was established with a few modal parameters of structure. Then damage extent was identified with neural network technique. A simply supported beam was used for simulation. The Method of flexibility differences can identify damage location accurately. Four numbers for characteristic recognition in differential flexibility as input vec- tors were accurate enough to identify the damage extent.
FENG Xiao-tong,GUO Yi.
Study of Structural Damage Identification by Step Based on Flexibility Change[J]. JOURNAL OF NANJING FORESTRY UNIVERSITY. 2006, 30(S1): 76-78 https://doi.org/10.3969/j.jssn.1000-2006.2006.07.023