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 10 1层竖直杆件最大应力分布 |
Fig.10 Maximum stress distribution of 1st layer vertical members |
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