摘要
采用计算机仿真技术对超大悬挑钢结构雨篷施工过程变形监控进行仿真模拟,分析了施工过程中钢结构雨篷各主要部位的变形特点及位移大小。该研究能够指导设计人员对钢结构雨篷的受力体系进行优化及局部连接点的改进,最大限度减小钢结构雨篷的变形,保证结构的稳定性与强度,保证雨篷施工的安全和质量。
Simulation technology is used to simulate the deformation monitoring of super large cantilevered steel canopy. The deformation characteristics and displacement of the main parts of steel structure canopy are analyzed. The research can guide the designers to optimize the mechanical system of steel structure canopy and improve the local connection points,minimize the deformation of steel structure canopy,ensure the stability and strength of the structure,and ensure the safety and quality of canopy construction.
引文
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