冉志红, 施静娴, 缪昇, 屈俊童. 工程结构动力响应的广义维数计算理论基本问题研究[J]. 云南大学学报(自然科学版), 2012, 34(S1): 10-15.
引用本文: 冉志红, 施静娴, 缪昇, 屈俊童. 工程结构动力响应的广义维数计算理论基本问题研究[J]. 云南大学学报(自然科学版), 2012, 34(S1): 10-15.
RAN Zhi hong,   SHI Jingxian,   MIAO Sheng,   QU Juntong. Research on calculating general dimensions of Structure Dynamic Response[J]. Journal of Yunnan University: Natural Sciences Edition, 2012, 34(S1): 10-15.
Citation: RAN Zhi hong,   SHI Jingxian,   MIAO Sheng,   QU Juntong. Research on calculating general dimensions of Structure Dynamic Response[J]. Journal of Yunnan University: Natural Sciences Edition, 2012, 34(S1): 10-15.

工程结构动力响应的广义维数计算理论基本问题研究

Research on calculating general dimensions of Structure Dynamic Response

  • 摘要: 分形在结构损伤识别中的应用还处于理论研究阶段,其中研究较多的是计算结构动力响应(位移、速度、加速度)的广义维数,以广义维数作为识别结构的损伤位置和损伤程度.由于结构动力响应的特殊性,需要针对具体问题确定广义维数计算中的几个参数(划分总数、嵌入维数、数据长度)的选取原则和方法.以单自由度系统有阻尼自由振动为参考模型,详细研究各个参数的估算方法或经验取值范围,供实际工程计算时参考.

     

    Abstract: Fractal theory applied to structure damage identification was phase of academic research.The general dimensions based on structural dynamic response (displacement,velocity,acceleration) have been researched,and then the structures location and extent of damage was identified by the general dimensions.In this paper,three parameters (divided count,embedding dimension,data length) for calculating the general dimensions was studied,as well as advanced estimate measure or approximately range.

     

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