Performance of a five-storey benchmark model using an active tuned mass damper and a fuzzy controller

Samali, B; Al-Dawod, M

Performance of a five-storey benchmark model using an active tuned mass damper and a fuzzy controller

Samali, B

Al-Dawod, M

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Publication Type:: Journal Article
Citation:: Engineering Structures, 2003, 25 (13), pp. 1597 - 1610
Issue Date:: 2003-01-01

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Field	Value	Language
dc.contributor.author	Samali, B https://orcid.org/0000-0002-3426-7745	en_US
dc.contributor.author	Al-Dawod, M	en_US
dc.date.issued	2003-01-01	en_US
dc.identifier.citation	Engineering Structures, 2003, 25 (13), pp. 1597 - 1610	en_US
dc.identifier.issn	0141-0296	en_US
dc.identifier.uri	http://hdl.handle.net/10453/4252
dc.description.abstract	This paper focusses on the performance of a five-storey benchmark model using an active tuned mass damper (ATMD), where the control action is achieved by a Fuzzy logic controller (FLC) under earthquake excitations. The advantage of the Fuzzy controller is its inherent robustness and ability to handle any non-linear behaviour of the structure. The simulation analysis of the five-storey benchmark building for the uncontrolled building, the building with tuned mass damper (TMD), and the building with ATMD with Fuzzy and linear quadratic regulator (LQR) controllers is reported, and comparison between Fuzzy and LQR controllers is made. In addition, the simulation analysis of the benchmark building with different values of frequency ratio, β (β = dominant earthquake frequency/fundamental building frequency) using a Fuzzy controller is conducted and the effect of mass ratio, μ (μ = mass of the TMD/total mass of the model) on the five-storey benchmark model using the Fuzzy controller is studied. © 2003 Elsevier Ltd. All rights reserved.	en_US
dc.relation.ispartof	Engineering Structures	en_US
dc.relation.isbasedon	10.1016/S0141-0296(03)00132-9	en_US
dc.subject.classification	Civil Engineering	en_US
dc.title	Performance of a five-storey benchmark model using an active tuned mass damper and a fuzzy controller	en_US
dc.type	Journal Article
utslib.citation.volume	13	en_US
utslib.citation.volume	25	en_US
utslib.for	090504 Earthquake Engineering	en_US
utslib.for	090505 Infrastructure Engineering and Asset Management	en_US
utslib.for	090506 Structural Engineering	en_US
utslib.for	0905 Civil Engineering	en_US
utslib.for	0912 Materials Engineering	en_US
utslib.for	0915 Interdisciplinary Engineering	en_US
pubs.embargo.period	Not known	en_US
pubs.organisational-group	/University of Technology Sydney
pubs.organisational-group	/University of Technology Sydney/Faculty of Engineering and Information Technology
pubs.organisational-group	/University of Technology Sydney/Faculty of Engineering and Information Technology/School of Systems, Management and Leadership
utslib.copyright.status	closed_access
pubs.issue	13	en_US
pubs.publication-status	Published	en_US
pubs.volume	25	en_US

Abstract:

This paper focusses on the performance of a five-storey benchmark model using an active tuned mass damper (ATMD), where the control action is achieved by a Fuzzy logic controller (FLC) under earthquake excitations. The advantage of the Fuzzy controller is its inherent robustness and ability to handle any non-linear behaviour of the structure. The simulation analysis of the five-storey benchmark building for the uncontrolled building, the building with tuned mass damper (TMD), and the building with ATMD with Fuzzy and linear quadratic regulator (LQR) controllers is reported, and comparison between Fuzzy and LQR controllers is made. In addition, the simulation analysis of the benchmark building with different values of frequency ratio, β (β = dominant earthquake frequency/fundamental building frequency) using a Fuzzy controller is conducted and the effect of mass ratio, μ (μ = mass of the TMD/total mass of the model) on the five-storey benchmark model using the Fuzzy controller is studied. © 2003 Elsevier Ltd. All rights reserved.

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