摘要
详细阐述了钢筒仓筒壁侧压力及摩擦力、风载荷和地震载荷计算方法,并基于ANSYS建立了700t钢筒仓整体有限元模型,分析了在不同工况下室外钢筒仓力学性能,对大型钢筒仓的设计具有一定参考价值。
The paper introduced detailed the calculation method of the lateral pressure and the friction of the steel silo, the wind load and the earthquake. The whole finite model of the 700 t steel silo is builded based on the ANSYS software and the mechanical performance is analysed in different condition. The method and result of the steel silo is available for the development of the large silo in the future.
出处
《建筑机械》
2016年第8期65-68,7,共4页
Construction Machinery
