摘要
为满足重力坝设计过程中的安全、经济和强度要求,以非溢流坝段横截面面积为目标函数,以几何约束、强度约束、稳定约束等为约束条件,建立了基于自适应模拟退火算法的混凝土重力坝结构优化设计模型。算例分析表明该优化设计方法具有较好的工程实用性。
An optimal design model of concrete gravity dam based on adaptive simulated annealing algorithm is advised in this paper in order to meet the safety,economic and strength requirements in the gravity dam design process.The cross-sectional area of the gravity dam is the objective function in the optimal design model.And the constraint conditions include the geometric constraints,the strength constraints and the stability constraints.The example shows that the optimized design method has good engineering practicability.
出处
《吉林水利》
2018年第3期13-15,32,共4页
Jilin Water Resources
关键词
重力坝
自适应模拟退火算法
优化设计
Gravity dam
Adaptive simulated annealing algorithm
Optimal Design
