Fundamental response in the vibration control of buildings subject to seismic excitation with ATMD
DOI:
https://doi.org/10.17268/sel.mat.2023.01.13Keywords:
Earthquake, control, vibrating system, fundamental matrix solution, LQR problemAbstract
The linear quadratic regulator for vibration systems subject to seismic excitations is discussed in his own physical newtonian space as a second-order linear differential system with matrix coefficients. The linear quadratic regulator leads to a fourth-order system and second-order transversality conditions. Those systems are studied with a matrix basis generated by a fundamental matrix solution.
References
Murty C, Goswami R, Vijayanarayanan A, Mehta V. Earthquake Behaviour of Buildings, Gujarat State Disaster Management Authority. Gujarat, India. 2002.
Datta T. A state-of-the-art review on active control of structures. ISET Journal of Earthquake Technology. 2003; 40(1):1–17.
Ikeda Y. Active and semi-active control of buildings in japan. Journal of Japan Association for Earthquake Engineering. 2004; 4(3).
Yang J, Long F, Wong D. Optimal control of nonlinear structures. Journal of Applied Mechanics. 1988; 55(4):931–938.
Mohammadi R, Ghamari H, Farsangi E. Active control of building structures under seismic load using a new nniform deformation-based control algorithm. Structures. 2021; 33:593–605.
Sabetahd R, Mousavi S, Poursorkhabi R, Mohammadzadeh A, Zandi Y. Response attenuation of a structure equipped with atmd under seismic excitations using methods of online simple adaptive controller and online adaptive type-2 neural-fuzzy controller. Computational Intelligence and Neuroscience. 2022.
Skelton R. Dynamic Systems Control. John Wiley. 1988.
Oshman Y, Inman D, Laub A. Square-root state estimation for second order large space structures models. Guidance Control Dynamics.1989; 12(5):698–708.
Ram Y, Inman D. Optimal control for vibrating systems. Mechanical Systems and Signal Processing. 1999; 13(6):879–892.
Claeyssen J. On predicting the response of non-conservative linear vibrating systems by using the dynamical matrix solution. Journal of Sound and Vibration. 1990; 140(1):73–84.
Claeyssen J, Canahualpa G, Jung C. A direct approach to second-order matrix non-classical vibrating equations. Applied Numerical Mathematics. 1999; 30(1):65–78.
Pereslavtseva O. Calculation of the characteristic polynomial of a matrix. Discrete Mathematics and Applications. 2011; 21(1):109–129.
Yang J, Akbarpour A, Ghaemmghami P. Instantaneous optimal control laws for tall buildings under seismic excitations. in: Tech. Report NCEER 87-0007, National Center for Earthquake Engineering Research. 1987
Yang J, Li Z. Instantaneous optimal control for linear, nonlinear and hysteretic structures: Stable controllers. in: Tech. Report NCEER-TR-91-0026, National Center for Earthquake Engineering Research. Buffalo. 1991.
Zhang J. Optimal control for mechanical vibration systems based on second-order matrix equation. Mechanical Systems and Signal Processing. 2002; 16(1):61–67.
Downloads
Published
How to Cite
Issue
Section
License
Copyright (c) 2023 Selecciones Matemáticas
This work is licensed under a Creative Commons Attribution 4.0 International License.
The authors who publish in this journal accept the following conditions:
1. The authors retain the copyright and assign to the journal the right of the first publication, with the work registered with the Creative Commons Attribution License,Atribución 4.0 Internacional (CC BY 4.0) which allows third parties to use what is published whenever they mention the authorship of the work And to the first publication in this magazine.
2. Authors may make other independent and additional contractual arrangements for non-exclusive distribution of the version of the article published in this journal (eg, include it in an institutional repository or publish it in a book) provided they clearly state that The paper was first published in this journal.
3. Authors are encouraged to publish their work on the Internet (for example, on institutional or personal pages) before and during the review and publication process, as it can lead to productive exchanges and to a greater and more rapid dissemination Of the published work.