首页> 外文会议>International Conference on Civil Engineering,Architecture and Building Materials >Stiffness Analysis and Determination of the Most Reasonable Height for Flat Vierendeel Structures
【24h】

Stiffness Analysis and Determination of the Most Reasonable Height for Flat Vierendeel Structures

机译:刚度分析和扁平方钢结构最合理高度的测定

获取原文

摘要

In order to improve the stiffness and reduce the cost, the stiffness analysis of the flat vierendeel structure was taken in to account with the analytical method and FEM. The structural main geometrical parameters' influences on stiffness were studied, such as the height of the structure and the area of the upper and lower chords. The study showed that there was a most reasonable height for any flat vierendeel structure, which could make the stiffness best and the deformation least, and the formula for the reasonable height was deduced. Furthermore the area of the chord's influence on the most reasonable height was discussed. At last, case study by FEM proved the validity of the proposed method, and several measurements for stiffness optimization were also put forward, which could be a reference for the design of relevant projects.
机译:为了提高刚度并降低成本,采取了平面vierendeel结构的刚度分析,以考虑分析方法和有限元。研究了结构的主要几何参数对刚度的影响,例如结构的高度和上弦和下部和下部和下部的区域。该研究表明,对于任何扁平的Vierendeel结构,有一个最合理的高度,这可以使刚度最佳,并且推导出合理高度的配方。此外,讨论了和弦对最合理高度的影响。最后,由有限元证明了所提出的方法的有效性,并提出了几次刚度优化的测量,这可能是相关项目设计的参考。

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