摘要
采用序列二次规划进行空腹设拱坝断面优化设计,在求解过程中应用了运动极限和约束删除技术。经考核证实文中研制的优化程序收敛速度快,计算结果可靠。
In this paperr, the sequential method of the quadratic program is used the optimal design of section of Hollow With an arch in the hollow. During the process of solving, the moving limit and eliminating technigue of the constraint are adopted.The examination of calculation have proved that the convergence vetocity of the optimalprogram is faster and the results is reliale.
出处
《江西水利科技》
1992年第4期293-296,共4页
Jiangxi Hydraulic Science & Technology
关键词
空腹设拱坝
重力坝
最佳化
设计
Hollow gravity dam with an arch in the hollow
Quadratic program
Opntimal design
