首页> 外文会议>International Conference on Vibration, Structural Engineering and Measurement >Simulation Study on Construction Process of Complex Spatial Steel Structure Based on the Construction Mechanics
【24h】

Simulation Study on Construction Process of Complex Spatial Steel Structure Based on the Construction Mechanics

机译:基于施工力学的复杂空间钢结构施工过程仿真研究

获取原文

摘要

The construction process of the large span spatial steel structure was studied by finite element method and the time-varying mechanics. The construction process of complex spatial frame structure was divided into the installation and dismount supporting phase, and each stage was divided into 15 steps in which mainly simulated and analyzed the whole construction process by "life-death" element. The critical control points of each construction step were identified, the stress state, interval value and the maximum stress in the structure of each construction condition were conformed; rod deformation in construction process was analyzed in construction program. The result showed that the large span spatial steel structure construction scheme was numerical simulated and calculated by the method of finite element analysis and the mechanical state, deformation and safety of building structure were predicted accurately during construction.
机译:采用有限元法和时变电站研究了大跨度空间钢结构的施工过程。复杂空间框架结构的施工过程分为安装和拆卸支撑阶段,并且每个阶段分为15个步骤,其中主要模拟并分析了“生命死亡”元素的整个施工过程。鉴定了每个施工步骤的临界控制点,符合每个施工条件的结构中的应力状态,间隔值和最大应力;在施工方案中分析了施工过程中的杆变形。结果表明,大跨度空间钢结构施工方案是用有限元分析的方法模拟和计算的数值模拟和计算,建设过程中准确地预测建筑结构的机械状态,变形和安全性。

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