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Finite element model updating for space truss structure by fuzzy pattern identification

机译:基于模糊模式识别的空间桁架结构有限元模型更新

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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:以深圳市民中心的屋顶空间桁架结构为工程背景,提出了一种新的大空间钢桁架结构有限元模型更新方法。在所有组件中,数值模型的精度取决于节点的节点刚度。因此,更新的主要目的是确定所有节点的适当关节刚度。过程如下:首先,根据节点的大小和刚度对节点进行分类,然后通过改变不同类型节点的节点刚度参数,并利用有限元方法,反映节点节点刚度参数与自然振动之间的关系。建立模型频率。其次,选择结构固有振动频率作为输入,分类节点的节点刚度参数作为输出数据,得到模糊模式系统。最后,将所测得的深圳市民中心屋顶结构的固有振动频率输入到模糊模式识别系统中,然后确定三类节点的刚度参数。从而建立了深圳市民中心屋顶空间桁架结构的精确有限元模型。

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