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重力坝是一种应用很广泛的坝型,本文提出重力坝断面优化设计数学模型,用复形法求解重力坝结构非线性约束最优化问题,最后结合工程实例做了验证。
The gravity dam is a kind of dam that is widely used. In this paper, the mathematic model of gravity dam cross section optimization design is proposed. The complex constraint method is used to solve the nonlinear constraint optimization problem of gravity dam structure. Finally, the project is verified with engineering examples.