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首页> 外文期刊>International journal of steel structures >Design of Optimal Slit Steel Damper Under Cyclic Loading for Special Moment Frame by Cuckoo Search
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Design of Optimal Slit Steel Damper Under Cyclic Loading for Special Moment Frame by Cuckoo Search

机译:Cuckoo Search特殊时刻框架循环载荷下最佳狭缝钢阻尼器的设计

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摘要

After the Northridge and Kobe earthquakes, several destruction of the structural beams were occurred. The difficulty and cost-effectiveness of beam replacement after earthquakes is a major problem on steel structures. For this purpose, the idea of using replaceable connection is suggested. A slit steel damper (SSD) is introduced that leads to the further energy damping and the ability to move the plastic joint outside of structural elements. The stiffness and damping characteristics of SSD is related to the thickness, height and number of sheets of the damper. The usage of SSD is more progressive and at the same time, the optimal design of SSDs should be proposed to meet the economical criterion and the reduction of the stress and deflection. In this study, an optimal SSD connection is proposed to enhance the performance of the classical SSD connection to meet the criterion of AISC to utilize in special moment frames. The results demonstrated that increasing the thickness and reduction of the steel sheets in the damper had a greater effect on the performance of the SSD connection, in comparison with the increase in the number of sheets. Therefore, the Cuckoo Search (CS) was utilized to optimize the several SSD parameters. Furthermore, a comparison between the CS-SSD and Reduced Beam Section (RBS) which is known as a common moment steel fixed-connection was accomplished. Results indicate that CS-SSD connection can reach the same function as the RBS connections under cycling loadings, in addition to the easy replacement capability after seismic excitations. The performance of the proposed CS optimization algorithm in designing of the optimal SSD was compared with the traditional Genetic Algorithm and the particle swarm optimization (PSO) with considering several designing constraints. High capabilities of the proposed CS optimization algorithm in terms of weight, energy absorption, stiffness and bearing capacity of SSD connections are simultaneously clarified by the results.
机译:在诺维奇和神户地震之后,发生了几种结构梁的销毁。地震后光束更换的难度和成本效益是钢结构的主要问题。为此目的,建议使用可更换连接的想法。引入狭缝钢阻尼器(SSD),其导致进一步的能量阻尼和将塑料接头在结构元件外部移动的能力。 SSD的刚度和阻尼特性与阻尼器的厚度,高度和数量有关。 SSD的使用更加渐进,同时,应提出SSD的最佳设计以满足经济标准和减少压力和偏转。在本研究中,提出了一种最佳的SSD连接以增强经典SSD连接的性能,以满足AISC的标准在特殊时刻帧中使用。结果表明,与纸张数量的增加相比,增加阻尼器中钢板的厚度和减少对SSD连接的性能具有更大的影响。因此,Cuckoo搜索(CS)用于优化几个SSD参数。此外,完成了CS-SSD和减小的光束部分(RB)之间的比较,其被称为常见的力矩钢固定连接。结果表明,除了在地震激励后的易于更换能力之外,CS-SSD连接可以达到与循环负载下的RBS连接相同的功能。考虑几种设计约束,将所提出的CS优化算法设计在设计最佳SSD设计中的性能。[粒子群优化(PSO)。通过结果同时阐明了在SSD连接的重量,能量吸收,刚度和承载力方面提出的CS优化算法的高能力。

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