摘要
介绍了标准粒子群算法的基本思想,提出了钢框架抗震优化设计的量子粒子群算法,建立了多层钢框架优化设计数学模型,最后通过一个算例验证了该方法的效率和有效性,结果表明该方法科学可行,具有很好的应用前景。
It introduces the basic thinking of standard particle swarm optimization, puts forward the quantum-behaved particle swarm optimization of the optimizing anti-seismic design of steel frame, sets up the mathematical model of the optimizing design of multi-layer steel frame, and based on a calculation example proves the efficiency and validity of this method. The result shows that this method is feasible and scientific, and it has a good future in application.
出处
《山西建筑》
2009年第5期78-79,共2页
Shanxi Architecture
关键词
优化设计
钢框架
粒子群优化算法
量子粒子群优化算法
optimizing design, steel frame, particle swarm optimization, quantum-behaved particle swarm optimization
