Vibration response of a long-span LVL floor: Comparison between Japanese and Australian assessment measures

Basaglia, B; Shrestha, R; Crews, K; Yokoyama, Y

Vibration response of a long-span LVL floor: Comparison between Japanese and Australian assessment measures

Basaglia, B Shrestha, R

Crews, K

Yokoyama, Y

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Publication Type:: Conference Proceeding
Citation:: WCTE 2018 - World Conference on Timber Engineering, 2018
Issue Date:: 2018-01-01

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Field	Value	Language
dc.contributor.author	Basaglia, B	en_US
dc.contributor.author	Shrestha, R https://orcid.org/0000-0001-6756-6525	en_US
dc.contributor.author	Crews, K https://orcid.org/0000-0003-1450-1423	en_US
dc.contributor.author	Yokoyama, Y	en_US
dc.date.issued	2018-01-01	en_US
dc.identifier.citation	WCTE 2018 - World Conference on Timber Engineering, 2018	en_US
dc.identifier.uri	http://hdl.handle.net/10453/130542
dc.description.abstract	© WCTE 2018 Committee. At present, there is no single conclusive floor vibration assessment standard and different countries follow different procedures and guides. This paper presents a comparison between the Japanese and Australian floor vibration assessment measures and criteria through a case study of a 9-metre span LVL ribbed-deck cassette floor. The assessment measures include the response factor, representative vibration dose value, peak acceleration, vibration level and VLT. The aim of the paper is to identify the reasons behind the differences and to learn about recent research in floor vibration from Japan that may be different from Western practices.	en_US
dc.relation.ispartof	WCTE 2018 - World Conference on Timber Engineering	en_US
dc.title	Vibration response of a long-span LVL floor: Comparison between Japanese and Australian assessment measures	en_US
dc.type	Conference Proceeding
utslib.for	0905 Civil 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/Strength - CBI - Centre for Built Infrastructure
pubs.organisational-group	/University of Technology Sydney/Students
utslib.copyright.status	closed_access
pubs.publication-status	Published	en_US

Abstract:

© WCTE 2018 Committee. At present, there is no single conclusive floor vibration assessment standard and different countries follow different procedures and guides. This paper presents a comparison between the Japanese and Australian floor vibration assessment measures and criteria through a case study of a 9-metre span LVL ribbed-deck cassette floor. The assessment measures include the response factor, representative vibration dose value, peak acceleration, vibration level and VLT. The aim of the paper is to identify the reasons behind the differences and to learn about recent research in floor vibration from Japan that may be different from Western practices.

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http://hdl.handle.net/10453/130542