现代极限运动中心的钢结构设计与分析

Wan Zhang, Pei Zhang, Jiwei Zhu
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引用次数: 0

摘要

现代极限运动中心由三层主体建筑和附属建筑组成。整体建筑造型简洁大方。为了保证该中心具有极限运动场馆所需的高强度、抗震、耐腐蚀等特点,同时兼顾舒适性和美观性,建筑结构采用了钢框架结构体系。本文利用 PKPM2021-V2.1.1.1 版软件对该钢结构工程进行了整体计算分析,并对在风荷载或地震频发标准值作用下用弹性法计算的楼板位移进行了验算。结果表明,该结构的竖向结构轴向构件变形满足规范要求;验算了结构在考虑偶然偏心影响的规定水平地震力作用下的位移比和层间位移比,结果表明该结构不属于扭转不规则结构;验算了结构的抗倾覆能力,计算了剪重比,结果表明该结构的稳定性满足规范要求。由以上计算分析可知,该结构在各种工况下均能满足规范要求,结构设计安全可靠。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Steel structure design and analysis of a modern extreme sports center
A modern extreme sports center consists of a three-story main structure and ancillary structures. The overall architectural shape is simple and elegant. In order to ensure that the center has the high strength, earthquake resistance, corrosion resistance and other characteristics required for extreme sports venues, while taking into account comfort and aesthetics, the building structure adopts a steel frame structure system. This article uses the PKPM2021-V2.1.1.1 version software to conduct an overall calculation and analysis of this steel structure project, and checks the floor displacement calculated by the elastic method under the action of wind load or frequent earthquake standard values. The results show that the vertical structure of this structure is The deformation of the axial members meets the requirements of the code; the displacement ratio and inter-story displacement ratio of the structure under the action of specified horizontal seismic forces considering the influence of accidental eccentricity are checked, and the results show that the structure does not belong to torsional irregularity; the overturning resistance of the structure is checked and The shear-to-weight ratio was calculated and the results showed that the stability of the structure met the specification requirements. It can be seen from the above calculation and analysis that this structure can meet the specification requirements under various working conditions, and the structural design is safe and reliable.
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