Bridges dynamic analysis under earthquakes using a smart algorithm

被引:5
|
作者
Chen, Z. Y. [1 ]
Meng, Yahui [1 ]
Wang, Ruei-yuan [1 ]
Chen, Timothy [2 ]
机构
[1] Guangdong Univ Petrochem Technol, Sch Sci, Maoming 525000, Guangdong, Peoples R China
[2] CALTECH, Pasadena, CA 91125 USA
关键词
fuzzy dynamics; lead rubber bearing; nonlinear algorithmic systems; reinforces concrete frame; smart control and analysis; SUSPENSION SYSTEMS; SWITCHING SYSTEMS; OPTIMIZATION; MODEL; SIMULATION; BUILDINGS;
D O I
10.12989/eas.2022.23.4.329
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
This work addresses the optimization controller design problem combining the AI evolution bat (EB) optimization algorithm with a fuzzy controller in the practical application of a reinforced concrete frame structure. This article explores the use of an intelligent EB strategy to reduce the dynamic response of Lead Rubber Bearing (LRB) composite reinforced concrete frame structures. Recently developed control units for plant structures, such as hybrid systems and semi-active systems, have inherently non-linear properties. Therefore, it is necessary to develop non-linear control methods. Based on the relaxation method, the nonlinear structural system can be stabilized by properly adjusting the parameters. Therefore, the behavior of a closed-loop system can be accurately predicted by determining the behavior of a closed-loop system. The performance and durability of the proposed control method are demonstrated by numerical simulations. The simulation results show that the proposed method is a viable and feasible control strategy for seismically tuned composite reinforced concrete frame structures.
引用
收藏
页码:329 / 338
页数:10
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