六杆四面体双曲面冷却塔网壳的构形、静力与稳定性能 |
朱谢联,董石麟 |
Configuration, static and stability behavior of hyperboloidal cooling tower lattice shell composed of six-bar tetrahedral units |
Xie-lian ZHU,Shi-lin DONG |
图 22 极限状态下的应力分布 |
Fig.22 Stress contribution at limit state |
![]() |