Performance of an active mass driver system on a five storey benchmark model

Samali, B; Al-Dawod, M; Li, J

Performance of an active mass driver system on a five storey benchmark model

Samali, B

Al-Dawod, M Li, J

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Publication Type:: Journal Article
Citation:: JSME International Journal, Series C: Mechanical Systems, Machine Elements and Manufacturing, 2003, 46 (3), pp. 848 - 853
Issue Date:: 2003-09-01

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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.contributor.author	Li, J https://orcid.org/0000-0002-2526-3048	en_US
dc.date.issued	2003-09-01	en_US
dc.identifier.citation	JSME International Journal, Series C: Mechanical Systems, Machine Elements and Manufacturing, 2003, 46 (3), pp. 848 - 853	en_US
dc.identifier.issn	1344-7653	en_US
dc.identifier.uri	http://hdl.handle.net/10453/6178
dc.description.abstract	This paper reports the experimental tests conducted on a 5-storey benchmark model defined by Samali, using an Active Mass Driver (AMD) system, where the control action is achieved by using Fuzzy Logic controller and UTS state-of-the-art shake table facility. The performance of the Fuzzy controller is checked against Hachinohe 1968 and Northridge 1994 earthquake records as input excitation to the benchmark model. The main advantage of the Fuzzy controller is its inherent robustness and ability to handle any non-linear behaviour of the structure. The results of the experimental tests show the ability of the adopted Fuzzy controller to reduce the building responses for the two earthquake records used.	en_US
dc.relation.ispartof	JSME International Journal, Series C: Mechanical Systems, Machine Elements and Manufacturing	en_US
dc.relation.isbasedon	10.1299/jsmec.46.848	en_US
dc.subject.classification	Industrial Engineering & Automation	en_US
dc.subject.classification	Mechanical Engineering & Transports	en_US
dc.title	Performance of an active mass driver system on a five storey benchmark model	en_US
dc.type	Journal Article
utslib.citation.volume	3	en_US
utslib.citation.volume	46	en_US
utslib.for	0910 Manufacturing Engineering	en_US
utslib.for	0913 Mechanical 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 Civil and Environmental Engineering
pubs.organisational-group	/University of Technology Sydney/Faculty of Engineering and Information Technology/School of Systems, Management and Leadership
pubs.organisational-group	/University of Technology Sydney/Strength - CBI - Centre for Built Infrastructure
utslib.copyright.status	open_access
pubs.issue	3	en_US
pubs.publication-status	Published	en_US
pubs.volume	46	en_US

Abstract:

This paper reports the experimental tests conducted on a 5-storey benchmark model defined by Samali, using an Active Mass Driver (AMD) system, where the control action is achieved by using Fuzzy Logic controller and UTS state-of-the-art shake table facility. The performance of the Fuzzy controller is checked against Hachinohe 1968 and Northridge 1994 earthquake records as input excitation to the benchmark model. The main advantage of the Fuzzy controller is its inherent robustness and ability to handle any non-linear behaviour of the structure. The results of the experimental tests show the ability of the adopted Fuzzy controller to reduce the building responses for the two earthquake records used.

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http://hdl.handle.net/10453/6178