نویسندگان | Mohsen Khatibinia,,,Hussein Eliasi |
---|---|
نشریه | Structural Design of Tall and Special Buildings |
شماره صفحات | 1-19 |
شماره سریال | 33 |
شماره مجلد | 3 |
نوع مقاله | Full Paper |
تاریخ انتشار | 2024 |
نوع نشریه | الکترونیکی |
کشور محل چاپ | ایران |
نمایه نشریه | ISI،JCR،Scopus |
چکیده مقاله
The active tuned mass damper (ATMD) is a reliable energy-dissipating device to effectively protect structures from serious damages due to earthquake excitations. This study proposes the optimal design of sliding sector control (SSC) for the seismic protection of an 11-story shear building structure equipped with ATMD. First, the SSC controller is optimally designed for the seismic control of the structure subjected to an artificial earthquake. Then, the effectiveness of the optimized SSC (OSSC) is assessed in reducing the seismic responses of the structure subjected to four near- and far-fault earthquake excitations. The efficient performance of the OSSC technique is also validated and compared with that of a number of the control techniques such as linear quadratic regulator (LQR), fuzzy logic control (FLC), proportional-integral-derivative (PID), and optimal sliding mode control (OSMC). Comparative results demonstrate the efficiency and robustness of the proposed OSSC in comparison with those of the other controllers.
tags: active tuned mass damper, optimum design, particle swarm optimization algorithm, sliding sector control, structural control