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dc.contributor.authorBrownjohn, James
dc.contributor.authorMiddleton, C.J.
dc.contributor.authorPan, Tso-Chien
dc.contributor.authorTan, S
dc.date.accessioned2016-04-04T15:26:32Z
dc.date.issued2014-04-09
dc.description.abstractVibration serviceability assessments were carried out on the floors of several 'units' of an industrial complex in Singapore. Floors tested were within large, two-level, structural units described as detached, semi-detached and terraced and having usable single floor areas up to 2100 m<sup>2</sup>. All floors were constructed from hollow core slabs with spans up to 12 m and all nominally behaved as high frequency floors. Occupancy conditions ranged from empty and untenanted to usage for warehousing, instrument assembly and testing, electronic equipment manufacture to light manufacturing and machining of metal structures. Forms of loading included internal and external vehicles, human footfalls and excitation by machinery. The study identified the most onerous form of loading and provides guidance for facility owners with mixed vibration serviceability requirements.en_GB
dc.identifier.citationProceedings of the Structures Congress 2014, pp. 2595 - 2604en_GB
dc.identifier.doi10.1061/9780784413357.227
dc.identifier.urihttp://hdl.handle.net/10871/20951
dc.language.isoenen_GB
dc.publisherAmerican Society of Civil Engineersen_GB
dc.rights© 2014 American Society of Civil Engineers
dc.titleVibration serviceability assessment of floors in a multi-use, multi-storey industrial complexen_GB
dc.typeConference paperen_GB
dc.date.available2016-04-04T15:26:32Z
dc.identifier.isbn9780784413357
dc.descriptionStructures Congress 2014, Boston, Massachusetts, United States, 3 - 5 April 2014en_GB


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