Sliding mode control for civil structures based on complex Fourier coefficients of the earthquake

Pnevmatikos, NG; Gantes, CJ

dc.contributor.author	Pnevmatikos, NG	en
dc.contributor.author	Gantes, CJ	en
dc.date.accessioned	2014-03-01T02:50:12Z
dc.date.available	2014-03-01T02:50:12Z
dc.date.issued	2005	en
dc.identifier.uri	https://dspace.lib.ntua.gr/xmlui/handle/123456789/34953
dc.relation.uri	http://www.scopus.com/inward/record.url?eid=2-s2.0-80053452191&partnerID=40&md5=052401986dfadcacbee1ed2f42060dea	en
dc.subject	Complex Fourier coefficients	en
dc.subject	FFT	en
dc.subject	Pole placement	en
dc.subject	Saturated control	en
dc.subject	Sliding mode control	en
dc.subject.other	Civil structure	en
dc.subject.other	Control force	en
dc.subject.other	Fourier coefficients	en
dc.subject.other	Maximum control force	en
dc.subject.other	Numerical example	en
dc.subject.other	Pole assignment	en
dc.subject.other	Pole placement	en
dc.subject.other	Potential applications	en
dc.subject.other	Response spectra	en
dc.subject.other	Saturated control	en
dc.subject.other	Sliding modes	en
dc.subject.other	Sliding surface	en
dc.subject.other	Structural response	en
dc.subject.other	Variable structural controls	en
dc.subject.other	Computational fluid dynamics	en
dc.subject.other	Earthquakes	en
dc.subject.other	Fast Fourier transforms	en
dc.subject.other	Fourier analysis	en
dc.subject.other	Fourier transforms	en
dc.subject.other	Poles	en
dc.subject.other	Sliding mode control	en
dc.subject.other	Structural dynamics	en
dc.subject.other	Waveform analysis	en
dc.subject.other	Algorithms	en
dc.title	Sliding mode control for civil structures based on complex Fourier coefficients of the earthquake	en
heal.type	conferenceItem	en
heal.publicationDate	2005	en
heal.abstract	An improved control algorithm based on the theory of variable structural control or sliding mode control is presented. A method for determining the sliding surface by pole assignment algorithm using complex Fourier coefficients of the incoming earthquake signal applied to the structure is proposed. The design response spectrum is used for estimation of maximum control force for saturated control. Furthermore, a more general theoretical description of the sliding surface of the system is presented. The potential applications and the effectiveness of the proposed control algorithm are demonstrated by numerical examples. The simulation results indicate that a trade-off between the control forces and the structural response is possible. © 2005 Elsevier Ltd.	en
heal.journalName	3rd M.I.T. Conference on Computational Fluid and Solid Mechanics	en
dc.identifier.spage	1166	en
dc.identifier.epage	1170	en