首页> 外文会议>International conference on electric technology and civil engineering >Geometric nonlinearity stability analysis of hybrid arch type aqueduct support structure
【24h】

Geometric nonlinearity stability analysis of hybrid arch type aqueduct support structure

机译:混合拱型渡槽支撑结构的几何非线性稳定性分析

获取原文

摘要

The paper choose Yellow River Diversion Water Pumping Irrigation Engineering for Yuncheng as background. Discuss Stability Analysis of hybrid arch type aqueduct support structure, and adopt finite element program "MIDAS" to study geometric nonlinearity of structure, analyze and compare the force and deformation of the main node. The results show that (he factors of force and deformation can't be ignored.
机译:该论文选择黄河转移水泵灌溉工程,为连箱为背景。讨论混合拱型渡槽支撑结构的稳定性分析,采用有限元计划“MIDAS”研究结构的几何非线性,分析和比较主节点的力和变形。结果表明,(他的力量和变形因素不容忽视。

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