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Finite Element Model Updating for Space Truss Structure By Fuzzy Pattern Identification

机译:有限元模型通过模糊模式识别更新空间桁架结构

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Taking the roof space truss structure of Shenzhen Citizen Center as the engineering background, a novel finite element model updating method for the large space steel truss structure is proposed in the paper. Among all the components, the numerical model's accuracy depends on the joint rigidity of the nodes. Thus the main purpose of updating is to determine the proper joint rigidity of all nodes. The process is conducted as following: Firstly, nodes are classified according to their size and rigidity, and then by changing joint rigidity parameters of different types of nodes and utilizing finite element method, the database which reflects the relationship between joint rigidity parameters and natural vibration frequencies of model is established. Secondly, structural natural vibration frequencies are selected as the input, and joint rigidity parameters of classified nodes are the output data, the fuzzy pattern system is obtained. Finally, the measured natural vibration frequencies of the roof structure of Shenzhen Citizen Center are inputted into the fuzzy pattern identification system, and then rigidity parameters of three categories of joint are determined. Thus, accurate finite element model of the roof space truss structure of Shenzhen Citizen Center is achieved.
机译:以深圳市民中心为工程背景,采用深圳市民中心的屋顶桁架结构,纸张提出了一种新型有限元模型更新的大型空间钢桁架结构。在所有组件中,数值模型的准确性取决于节点的关节刚度。因此,更新的主要目的是确定所有节点的适当关节刚度。该过程如下所示:首先,节点根据其尺寸和刚度进行分类,然后通过改变不同类型节点的关节刚度参数并利用有限元方法,该数据库反映了联合刚度参数与自然振动之间的关系建立了模型的频率。其次,选择结构自然振动频率作为输入,分类节点的联合刚度参数是输出数据,获得模糊模式系统。最后,深圳市民中心的屋顶结构的测量天然振动频率被输入到模糊模式识别系统中,然后确定三类关节的刚度参数。因此,实现了深圳市民中心屋顶空间桁架结构的准确有限元模型。

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