计算了外荷载作用下各索单元轴力及节点位移的变化趋势。
Under the loads every calbe unit strength of axle and node displacement's variation tendencies are computed.
结合实例，通过跟踪最大不平衡力和节点位移，来分析边坡的稳定性。
Integrate instance, tail after the max unbalance and the displacement to analyze the stability of the slope.
然后将混凝土板分成若干层，建立起每层板节点力与节点位移之间的关系。
Then, the concrete slab is divided into several layers and the relationships between the nodal forces and displacements of each layer slab are established.
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