In order to investigate the shear behavior of crest fixed stressed skin diaphragm, the numerical simulation analysis has been conducted based on the comparing experiments.
为了研究波峰连接的受力蒙皮体的抗剪性能，在已有试验研究的基础上，开展了数值模拟分析。
Characteristic water level and reservoir capacity is fixed, freeboard and dam crest is calculated, seepage prevention of dam body, dam foundation and dam sheeting is discussed.
针对除险加固措施，确定了水库特征水位与库容，计算了坝顶超高及坝顶高程，探讨了坝体和坝基防渗、坝面护坡及防冻等问题。
Then a crest slab is fixed on the beam, which forms the roof.
然后将顶板固定在房梁上，形成屋顶。
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