摘要
本文用有限元法把结构复杂的无风机复合材料科技冷却塔简化为空间框架模型,计算出无拉索及不同拉索形式的冷却塔框架结构在风荷载作用下的应力和位移,并对计算结果进行比较。
In this paper, FEM is used to establish the space frame model for the no fan composite materials scientific and technical cooling tower. The stress and displacement under wind loading are calculated for cooling tower frames with or without tie rod. The optimization design plan is obtained by comparing the results of calculation.
出处
《结构工程师》
1999年第3期23-27,共5页
Structural Engineers
关键词
冷却塔
有限元法
空间框架
cooling tower, finite element method, space frame