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兰博基尼展厅钢结构分析与设计

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郑州兰博基尼展厅钢结构框架柱均倾斜,且局部存在大跨度幕墙桁架,结构计算分析除考虑整体初始缺陷及P-delta效应外,还要对结构进行屈曲分析及几何非线性的极限承载力分析,验证结构整体稳定;通过对结构进行Pushover静力弹塑性分析,分析结构在逐级增加的侧向荷载作用下塑性铰发展及分布,最终证明设计满足结构安全度要求.
Analysis and Design of Steel Structure of Lamborghini Exhibition Hall
The steel frame columns of Zhengzhou Lam-borghini Exhibition Hall are inclined,and there are large-span curtain wall trusses in some areas.In addition to considering the overall initial defects and P-delta effect,the structural calculation and analysis should also carry out buckling analysis and geometric nonlinear ultimate bearing capacity analysis to verify the overall stability of the struc-ture.Through the Pushover static elastoplastic analysis of the structure,the development and distribution of the plas-tic hinge of the structure under the gradually increasing lateral load are analyzed,and finally it is proved that the design meets the requirements of structural safety.

tiltoverall initial defectbuckling analysisP-delta effectultimate bearing capacity analysisPusho-vercolumn capcomposite truss

叶成浩、王吕浩、吴鑫、张飞

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深圳市特区建工钢构有限公司,广东 深圳 518000

倾斜 整体初始缺陷 屈曲分析 P-delta效应 极限承载力分析 Pushover 柱帽 组合桁架

2024

工程技术研究
广州钢铁企业集团有限公司

工程技术研究

影响因子:0.081
ISSN:2096-2789
年,卷(期):2024.9(16)