摘要
该文在两层协同演化模型的基础上,提出了一个用于基坑支护工程优化设计的三层协同演化模型,并对该协同演化模型的实现模型、约束处理、适应值调整等关键技术进行了比较详细的探讨。
Based on the two-level co-evolution model,a three-level co-evolution model which is used to optimization design of retaining and protecting engineering of foundation pits is presented in this paper.Finally,some key techniques about the implementation model,limitation handle and adjustment of fitness value for this model are discussed in detail.
出处
《计算机工程与应用》
CSCD
北大核心
2004年第3期178-181,229,共5页
Computer Engineering and Applications
基金
国家自然科学基金项目资助(编号:59868001
40062002)
关键词
基坑支护
遗传算法
协同演化模型
适应值函数
优化设计
地下结构
Foundation pit,Retaining and protecting,Genetic algorithm,Coevolution,Fitness Function,Optimization design