本文阐述了采用非线性规划的坐标轮换法，作为求解混凝土非溢流实体重力坝最优剖面的方法；
The coordinate rotary method of nonlinear programming is described for solving the optimum section of the non-overflow concrete gravity dams.
本文阐述了采用非线性规划的坐标轮换法，作为求解混凝土非溢流实体重力坝最优剖面的方法；
The coordinate rotary method of nonlinear programming is described for solving the optimum section of the non-overflow concrete gravity dams.
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