Structural Engineering and Mechanics

  • 제81권5호
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  • Pages.633-645
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  • 2022
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  • 1225-4568(pISSN)
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  • 1598-6217(eISSN)
테크노프레스 (Techno-Press)
권호 표지
DOI QR코드

DOI QR Code

Optimum design of a sliding mode control for seismic mitigation of structures equipped with active tuned mass dampers

  • Eliasi, Hussein (Department of Electrical and Computer Engineering, University of Birjand) ;
  • Yazdani, Hessam (Department of Civil and Environmental Engineering, Howard University) ;
  • Khatibinia, Mohsen (Department of Civil Engineering, University of Birjand) ;
  • Mahmoudi, Mehdi (Department of Civil Engineering, Khayyam University)
  • 투고 : 2020.12.18
  • 심사 : 2022.01.03
  • 발행 : 2022.03.10
⟨ 이전 논문 다음 논문 ⟩

초록

The active tuned mass damper (ATMD) is an efficient and reliable structural control system for mitigating the dynamic response of structures. The inertial force that an ATMD exerts on a structure to attenuate its otherwise large kinetic energy and undesirable vibrations and displacements is proportional to its excursion. Achieving a balance between the inertial force and excursion requires a control law or feedback mechanism. This study presents a technique for the optimum design of a sliding mode controller (SMC) as the control law for ATMD-equipped structures subjected to earthquakes. The technique includes optimizing an SMC under an artificial earthquake followed by testing its performance under real earthquakes. The SMC of a real 11-story shear building is optimized to demonstrate the technique, and its performance in mitigating the displacements of the building under benchmark near- and far-fault earthquakes is compared against that of a few other techniques (proportional-integral-derivative [PID], linear-quadratic regulator [LQR], and fuzzy logic control [FLC]). Results indicate that the optimum SMC outperforms PID and LQR and exhibits performance comparable to that of FLC in reducing displacements.

키워드

참고문헌

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