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根据文献［３］的理论，按文献［１，２］同样的方法，算出雁形板及Ｖ形折板纵向水平集中荷载的应力系数。同时，还用有限元法，对这种屋盖受横向水平集中荷载作用的情况进行了计算，计算结果表明，雁形板屋盖与Ｖ形折板屋盖相比，更能满足水平面内刚度无限大的假设，且其空间整体工作性能优于Ｖ型折板屋盖。
According to the theory of [3], according to the same method [1,2], the stress coefficients of the longitudinal horizontal concentrated load of the geese board and the V-shaped panel are calculated. At the same time, the finite element method was also used to calculate the horizontal horizontal loads of this roof. The calculation results show that the wild-shaped plate roof can satisfy the infinity of the horizontal plane more than the V-shaped folding plate roof. Assumptions, and its overall space performance is better than the V-shaped flap roof.