采用著名的加权剩余值法和等参数有限单元法，对坝体进行非线性静力分析和非线性有效应力动力分析。
Using the well-known weighted residual method and finite element procedure, a nonlinear static analysis parallel with effective stress dynamic analysis has been made.
通过对簇内节点的上轮剩余负载和新产生负载加权求和，动态调度各节点占用的时隙长度，给出了时隙大小和权值的计算方法。
The weight-load adaptive MAC (WAMAC) can variably adjust a corresponding time-slot length for every node according to its weight-load that weighting the new load and the residual load.
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