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 14 16层水平杆件的最大应力分布 |
Fig.14 Maximum stress distribution of 16th layer horizontal members |
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