کد مقاله کد نشریه سال انتشار مقاله انگلیسی نسخه تمام متن
5004247 1461188 2017 11 صفحه PDF دانلود رایگان
عنوان انگلیسی مقاله ISI
Research articleFractional order PID control design for semi-active control of smart base-isolated structures: A multi-objective cuckoo search approach
موضوعات مرتبط
مهندسی و علوم پایه سایر رشته های مهندسی کنترل و سیستم های مهندسی
پیش نمایش صفحه اول مقاله
Research articleFractional order PID control design for semi-active control of smart base-isolated structures: A multi-objective cuckoo search approach
چکیده انگلیسی


- FOPID controller tunes the contact force of PFDs during far-field and near-field earthquakes for semi-active control of a base-isolated building.
- Optimal parameters of the FOPID are obtained using a Multi-objective Cuckoo search algorithm.
- The best input for FOPID controller is determined based on the results suggested by Pareto optimal front.
- Compared with several methods, the proposed controller performs better in terms of simultaneous reduction of conflicting structural responses.
- Considering stiffness uncertainty, the robustness of the proposed controller is investigated.

Fractional order PID (FOPID) controllers are introduced as a general form of classical PID controllers using fractional calculus. As this controller provides good disturbance rejection and is robust against plant uncertainties it is appropriate for the vibration mitigation in structures. In this paper, an FOPID controller is designed to adjust the contact force of piezoelectric friction dampers for semi-active control of base-isolated structures during far-field and near-field earthquake excitations. A multi-objective cuckoo search algorithm is employed to tune the controller parameters. Considering the resulting Pareto optimal front, the best input for the FOPID controller is selected. For seven pairs of earthquakes and nine performance indices, the performance of the proposed controller is compared with those provided by several well-known control techniques. According to the simulation results, the proposed controller performs better than other controllers in terms of simultaneous reduction of the maximum base displacement and story acceleration for various types of earthquakes. Also, it provides acceptable responses in terms of inter-story drifts, root mean square of base displacements and floor acceleration. In addition, the evaluation of robustness for a stiffness uncertainty of ±10% indicates that the proposed controller gives a robust performance against such modeling errors.

ناشر
Database: Elsevier - ScienceDirect (ساینس دایرکت)
Journal: ISA Transactions - Volume 67, March 2017, Pages 222-232
نویسندگان
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