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Procedures for vibration serviceability assessment of high-frequency floors

Brownjohn, J.M.W. and Middleton, C.T. (2008) Procedures for vibration serviceability assessment of high-frequency floors. Engineering Structures, 30 (6). pp. 1548-1559. ISSN 0141-0296

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Abstract

Manufacturing plants that produce micro-electronic components, and facilities for extremeprecision experimental measurements have strict vertical vibration serviceability requirements due to sub-micron feature size or optical/target dimensions. Failure to meet these criteria may result in extremely costly loss of production or failure of experiments. For such facilities floors are massive but stiff, generally have first mode natural frequencies above 10Hz and are typically classed as ‘high frequency floors’. The process of design to limit in-service vibrations to within specific or generic vibration criteria is termed ‘vibration control’.

Several guidance documents for vibration control of high frequency floors have been published, for different applications. These design guides typically propose simplifications of complex floor systems and use of empirical predictive design formulae. A recently published guide uses a more rigorous approach based on first-principle modal analysis and modeling footfalls as effective impulses, but there remain unresolved issues about its application, and this paper addresses these in order to develop an improved methodology.

First, the significant but conventionally discounted contribution of resonance well above the conventionally accepted boundary between low and high frequency floors is examined. The level of necessary modeling detail is then considered along with the effect of accounting for adjacent bays in simulation of a regular multi-bay floors. Finally, while it is assumed that contributions of higher modes to impulsive response decrease so that a cut-off frequency can be prescribed, simulations demonstrate that with both effective impulse and real footfall forces, there is not necessarily asymptotic response with rising floor mode frequency.

The conclusion is that there are no shortcuts to predicting response of high frequency floors to footfall excitation. Simulations must consider resonant response due to high order harmonics, provide adequate detail in finite element models and adopt a cutoff frequency that depends more on usage than on features of the floor or of the walking.

Item Type: Article
Copyright, Publisher and Additional Information: © 2008 Elsevier Ltd. This is an author produced version of a paper published in Engineering Structures. Uploaded in accordance with the publisher's self archiving policy.
Institution: The University of Sheffield
Academic Units: The University of Sheffield > Faculty of Engineering (Sheffield) > Department of Civil and Structural Engineering (Sheffield)
Depositing User: Sherpa Assistant
Date Deposited: 24 Jul 2008 13:24
Last Modified: 05 Jun 2014 06:44
Published Version: http://dx.doi.org/10.1016/j.engstruct.2007.10.006
Status: Published
Publisher: Elsevier Ltd
Refereed: Yes
Identification Number: 10.1016/j.engstruct.2007.10.006
URI: http://eprints.whiterose.ac.uk/id/eprint/4080

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