因此，本文以非线性有限元分析竖直荷载作用下超长群桩承载性状。
Therefore, this thesis analysed the bearing behavior of super-long group piles under vertical loadings by non-linear finite element method.
如连续梁上的荷载为竖直荷载，且无轴向变形，则所有反力都是竖直的。
If the loads on a continuous beam are vertical and if there are no axial deformations, then all the reactions will be vertical.
水平荷载作用下内力的计算用替代刚架法，竖直荷载作用下内力的计算可用弯矩分配法或分层法。
Hand calculation includes substitute rigid frame method under horizontal loads and moment distribution or decomposed storey method under vertical loads.
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