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Comparison on Mechanics Performance of Concrete Column Frame Structure with Prefabricated Cage System

机译:采用预制笼系统混凝土柱框架结构的力学性能比较

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According to the requirements of the project in this paper, the frame structure with reinforced concrete columns and prefabricated cage system concrete columns are designed. Then the Pushover finite element simulation analysis is carried out under the action of one-way increasing load. After that, the axial force, the bending moment, the displacement and the inter-story drift of RC columns and prefabricated cage system concrete columns are analyzed and compared. Research shows that: under the condition of the same material and the same strength, the mechanics performance of the prefabricated cage system is better than that of the traditional reinforced concrete column. The deformation capacity of the prefabricated cage system concrete columns is slightly higher than that one. Therefore, the mechanics performance of prefabricated cage system is better, and the ductility requirements are fulfilled.
机译:根据该项目的要求,设计了钢筋混凝土柱和预制笼系统混凝土柱的框架结构。 然后,在单向增加负荷的动作下进行推送有限元模拟分析。 之后,分析并比较了RC柱和预制笼系统混凝土柱的轴向力,弯矩,位移和故事界限。 研究表明:在相同的材料和相同的强度的条件下,预制笼系统的力学性能优于传统钢筋混凝土柱的力学性能。 预制笼系统混凝土柱的变形能力略高于那个。 因此,预制笼系统的力学性能更好,延展性要求得到满足。

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