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Quantum-behaved Particle Swarm Optimization for Optimization Design of Steel Structural Element Sections under Axial Compressive Loads

机译:轴向压缩载荷下钢结构单元截面优化设计的量子行为粒子群算法

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摘要

In the fields of engineering applications, optimal design of structural steel element sections often uses trial method, which search the optima through many times of trial calculation, this method is complex and has a lot of calculation steps, it is very difficult to obtain the global best solution, so it's a tedious and complicated work for technicians. Therefore, particle swarm optimization(PSO) is introduced into structural engineering design, its excellent swarm search ability is utilized to obtain the best optimal section of component. Aiming at the disadvantage of PSO on premature convergence, quantum properties are introduced to improve the traditional PSO, then quantum-behaved PSO(QPSO) is proposed to solve the optimal design of structural steel element sections. The proposed algorithm is used to design the section of axial compression members, optimal design results show that the algorithm is feasible and effective, it also greatly improves the economical performance of section design of steel structural component on condition that meeting the engineering requirements.
机译:在工程应用领域中,结构钢构件截面的优化设计经常采用试验方法,通过多次试验计算来寻找最优值,该方法复杂且计算步骤众多,难以获得全局最佳解决方案,因此对于技术人员而言,这是一项繁琐而复杂的工作。因此,将粒子群算法(PSO)引入结构工程设计中,利用其出色的群搜索能力获得了最优的零件最优截面。针对PSO过早收敛的弊端,引入量子特​​性对传统的PSO进行了改进,然后提出了具有量子行为的PSO(QPSO)来解决钢结构截面的优化设计问题。将该算法用于轴向受压构件的截面设计,优化设计结果表明该算法可行,有效,在满足工程要求的情况下,也大大提高了钢结构构件截面设计的经济性能。

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