减震结构阻尼器优化布置混合算法

doi:10.13229/j.cnki.jdxbgxb.20221255

Abstract

Abstract:

To improve the computational efficiency and performance of the existing algorithms of arrangement optimization of dampers in energy dissipation structures， a hybrid algorithm of differential evolution and artificial electric field was proposed. This algorithm utilizes Tent chaotic mapping initialization to improve the quality and diversity of population distribution， and introduces a mutation cross selection mechanism to maintain the evolution of dominant individuals in the population and avoid approaching local optimum. Through a test function example and an arrangement optimization example of dampers of concrete frame structure， the optimization performance and convergence speed of various optimization algorithms were compared. The research results indicate that the hybrid algorithm of differential evolution and artificial electric field has good global optimization ability， fast convergence speed， and the optimized structure has good seismic damping performance.

Key words: structural engineering, differential evolution algorithm, artificial electric field algorithm, hybrid algorithm, energy dissipation structures, damper optimal layout

CLC Number:

TU375.4

Qi-wu YAN,Zhong-liang ZOU. Hybrid algorithm for seismic energy-dissipated structures based on optimal placement of dampers[J].Journal of Jilin University(Engineering and Technology Edition), 2024, 54(8): 2267-2274.

Figures/Tables 6

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算法	阻尼器布置（1~13层）	最大层间位移角	最大加速度/（m·s^-2）	目标函数值
AEFA	3-3-1-4-0-3-2-4-1-2-3-0-0	0.005 51	3.035	0.870 1
DEAEFA	0-3-4-1-4-0-1-0-4-3-2-1-3	0.004 97	2.854	0.853 3
GA	2-1-5-1-3-1-3-5-0-0-2-2-1	0.005 46	2.950	0.857 1
DE	1-4-2-4-1-4-0-1-3-2-1-1-2	0.005 17	3.001	0.855 3
无控结构	—	0.007 91	3.215	—

Hybrid algorithm for seismic energy-dissipated structures based on optimal placement of dampers

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