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机构地区:[1]四川联合大学水利系
出 处:《工程力学》1998年第2期38-44,共7页Engineering Mechanics
摘 要:本文提出桁架结构系统优化设计的新方法—遗传算法。它与常规化算法的不同之处在于从多个初始点开始寻优,并采用交迭和变异算子避免过早地收敛到局部最优解,可获得全局最优解,且不受初始值影响。该算法不必求导计算,编程简单、快捷,尤其适用于具有离散变量的结构优化设计问题。This paper presents a genetic algorithm (GA) for optimizing truss structural system with discrete design variables. It differs from existing mathematical programming methods in that the GA uses a population of initial points in contrast to the single-point approach by the traditional ones. The optimal solution by GA is no longer dependent on initial search values, and will guarantee a global optimum. Derivative calculation is not necessary and computer program is simple. Genetic algorithm is best suited for structural optimizations which have discrete variables.
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