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Finite Element Analysis on Seismic Behavior of Embedded Self-Centering Rocking Wall Structure

机译:嵌入式自定心摇摆墙体结构抗震行为的有限元分析

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This paper designed a new structure in order to reduce the seismic damage to buildings. In this paper, basic elements, connection methods and structure relations of the self-centering rocking wall structure were introduced. A series of characteristics, such as high prefabrication degree, replaceable energy dissipation elements, plastic deformation is concentrated in the energy dissipation elements in the earthquake, the lateral resistance system can be arranged convenient and flexible, etc. And the finite element simulation of simplified single frame embedded self-centering rocking wall structure, study on the seismic behavior, the result shows that the structure has good load capacity, energy dissipation and self-centering capacity. So, this new structure can effectively reduce the damage of the earthquake on the buildings.
机译:本文设计了一种新的结构,以减少对建筑物的地震损坏。在本文中,介绍了自定心摇摆墙体结构的基本元素,连接方法和结构关系。一系列特性,如高预制度,可更换的能量耗散元件,塑性变形在地震中的能量耗散元件中集中,横向电阻系统可以方便灵活等。和简化单一的有限元模拟框架嵌入式自定心摇摆墙体结构,研究地震行为,结果表明,该结构具有良好的负载能力,能量耗散和自定心能力。因此,这种新的结构可以有效减少建筑物地震的损伤。

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