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Optimum design of 3D reinforced concrete frames using DMPSO algorithm

机译:基于DMPSO算法的3D钢筋混凝土框架的优化设计

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摘要

Evolutionary optimization algorithms are widely used for solving optimization problems. However, in the realm of real-world structures finding the optimum design would be difficult and time-consuming due to large number of design variables, enormous size of the search space, and availability of numerous constraints. As a result, holistic optimization approaches that consider architectural and other practical requirements in addition to required code provisions are rather limited in real-world structures. This paper presents an innovative algorithm combining multi-criterion decision-making (DM) and Particle Swarm Optimization (PSO), which is called DMPSO, for accelerating convergence toward optimum solution in 3D reinforced concrete (RC) frames. All practical requirements are considered for obtaining directly constructible designs without any further modifications. The effectiveness of the proposed algorithm is illustrated in optimization of 3D RC frames subjected to lateral seismic forces according to ASCE 7 requirements. The results confirm the ability of the proposed DMPSO algorithm to efficiently find optimal solutions for 3D RC optimization problems.
机译:进化优化算法被广泛用于解决优化问题。然而,在现实世界中,由于大量的设计变量,巨大的搜索空间大小以及众多限制条件的存在,找到最佳设计将是困难且耗时的。结果,除了所需的代码规定之外,还考虑了体系结构和其他实际要求的整体优化方法在实际结构中受到很大限制。本文提出了一种创新的算法,该算法将多准则决策(DM)和粒子群优化(PSO)结合起来,称为DMPSO,用于加速向3D钢筋混凝土(RC)框架中的最优解收敛。考虑了所有实际要求,无需任何进一步修改即可获得可直接构建的设计。根据ASCE 7要求,在经受侧向地震力的3D RC框架的优化中说明了该算法的有效性。结果证实了所提出的DMPSO算法能够有效地找到3D RC优化问题的最佳解决方案的能力。

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