【24h】

Stability analysis and study of space grid structure

机译:空间网格结构的稳定性分析与研究

获取原文
获取原文并翻译 | 示例

摘要

Grid structure is a common structure form of long-span roof. It has many advantages such as beautiful shape, saving steel, big spatial stiffness, etc, in engineering at home and abroad, this roof structure has been widely used, such as large gymnasium, airdrome, exhibition hall, showplace, industry workshop, etc. This paper establishes a three-dimensional space model of square pyramid space grids structures by using the finite element method, calculates and analyses the first ten order buckling mode and critical load of this space grid structure, studies the characteristics of each order buckling mode. Research results provide some theoretical significance and application value of stability design for space grid structure.
机译:网格结构是大跨度屋顶的一种常见结构形式。它具有外形美观,节省钢材,空间刚度大等优点,在国内外工程中,已广泛用于大型体育馆,飞机场,展览馆,展览场所,工业车间等屋顶结构。本文采用有限元方法建立了方形金字塔空间网格结构的三维空间模型,计算并分析了该空间网格结构的前十阶屈曲模式和临界载荷,研究了各阶屈曲模式的特性。研究结果为空间网格结构的稳定性设计提供了一定的理论意义和应用价值。

著录项

相似文献

  • 外文文献
  • 中文文献
  • 专利
获取原文

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号