摘要
针对四点简支箱形网架的受力特点 ,推导出箱形网架结构的简化计算公式 ,并得出相应的计算用表。通过与空间桁架位移法计算结果的对比 。
As to the load\|carrying behavious of four point simple pedestal box space latticed frame structure,this paper derives a simplified formula for the structures and obtains correspondent design computation sheets.Contrasting with the calculation result from space truss finite element method,the accuracy of this approach is verified.
出处
《工业建筑》
CSCD
北大核心
2003年第8期45-47,共3页
Industrial Construction
关键词
箱形网架结构
计算用表
空间桁架
位移法
box latticed frame\ simplified calculation method\ design computation sheets
