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采用有限元方法计算了点接式玻璃幕墙在风荷载作用下的应力场，并讨论了其特性，得到了玻璃板的最大挠度计算公式．计算结果与实验结果一致．
The finite element method was used to calculate the stress field of point-jointed glass curtain wall under wind load. The characteristics of the glass curtain wall were discussed and the maximum deflection formula of the glass plate was obtained. The calculated results are consistent with the experimental results.