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ANALYSIS OF DYNAMICAL MECHANISM OF DAMAGE IDENTIFICATION OF BRIDGE STRUCTURES BASED ON CURVATURE MODAL
Author(s): 
Pages: 5-9
Year: Issue:  2
Journal: GUIZHOU SCIENCE

Keyword:  桥梁结构损伤识别曲率模态力学机理;
Abstract: 阐述了曲率模态参数的特性,从有限元动力响应基本原理出发,分析了曲率模态用于识别桥梁结构损伤的机理,说明了曲率模态是一类对结构局部变化有敏感性的动力学参数,对于进一步在实际工程中识别桥梁结构损伤行为具有重要的指导意义.
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