摘要
本文运用非线性规划理论,采用复合形解法,求得实际工程中重力式挡土墙最优断面优化后可节省投资11.16％。
The treatise uses unlinear programming theory and solving method of compound type to get the optimum section of the gravity retaining wall in practice. This can save the investment 11.6 percent after the optimization.
出处
《沈阳农业大学学报》
CAS
CSCD
1992年第A09期47-50,共4页
Journal of Shenyang Agricultural University
