Neuro-fuzzy active control optimized by Tug of war optimization method for seismically excited benchmark highway bridge

Author:

Ghelichi Mostafa,Goltabar A. M.,Tavakoli H. R.,Karamodin A.

Publisher

American Institute of Mathematical Sciences (AIMS)

Subject

Applied Mathematics,Control and Optimization,Algebra and Number Theory,Applied Mathematics,Control and Optimization,Algebra and Number Theory

Reference40 articles.

1. A. K. Agrawal, P. Tan, S. Nagarajaiah, J. Zhang.Benchmark structural control problem for a seismically excited highway bridge-Part Ⅰ: Phase Ⅰ Problem definition, Struct. Control Heal. Monit., 16 (2009), 509-529.

2. S. Ali, Semi-active Control of Earthquake Induced Vibrations in Structures Using Mr Dampers : Algorithm Development, Experimental Verification and Benchmark Applications, Ph.D thesis, Indian Institute of Science, Bangalore, 560 012, 2008.

3. J. M. Caicedo, S. J. Dyke, S. J. Moon, L. A. Bergman, G. Turan, S. Hague.Phase Ⅱ benchmark control problem for seismic response of cable-stayed bridges, Earthq. Eng. Eng. Vib., 16 (2017), 827-840.

4. M. Dehghani, A. Seifi, H. Riahi-Madvar.Novel forecasting models for immediate-short-term to long-term influent flow prediction by combining ANFIS and grey wolf optimization, J. Hydrol., 576 (2019), 698-725.

5. S. J. Dyke, J. M. Caicedo, G. Turan, L. A. Bergman, S. Hague.Phase Ⅰ benchmark control system for seismic response of cable-stayed bridges, J. Struct. Eng., 129 (2003), 857-872.

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