位置：成果数据库 > 会议 > 会议详情页
Computational model of numerical analysis of pre-stressed steel structure with semi-rigid connection
  • 所属机构名称：宁波大学
  • 会议名称：7th International Conference on Advances in Steel Structures
  • 时间：2012.4.4
  • 成果类型：会议
  • 相关项目：大跨度索张拉预应力钢结构火灾响应全程分析与失效机制研究
作者： X.T.Wang|M. Zhou and J. Y. Zhang|
同会议论文项目
大跨度索张拉预应力钢结构火灾响应全程分析与失效机制研究
期刊论文 18 会议论文 7 专利 2
同项目会议论文
Numerical Analysis of Pre-Stressed Steel Trusses Subjected to Fire Load
Research on Fire Resistance Performance of Pre-Stressed Suspended Steel Reticulated Shell
Research on Behaviour of a Pre-stressed Suspended Lattice Shells Subjected to Fire Load
索张拉空间预应力钢桁架火灾行为试验研究与模拟分析
Analysis of Fire Response of a Spacial Pre-stressed Steel Structure Subjected to Fire Load
Numerical analysis of fire presponse of spatial pre-stressed steel truss in fire