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Design of floor structures against human-induced vibrations

Author(s):

Medium: journal article
Language(s): English
Published in: Steel Construction, , n. 2, v. 4
Page(s): 114-120
DOI: 10.1002/stco.201110014
Abstract:

A simple method for designing floor structures against humaninduced vibrations is presented in a joint JRC-ECCS publication, which was developed from two major European research projects supported by the Research Fund for Coal and Steel (RFCS). The simple method is appropriate for floors where the response is dominated by the first eigenmode being excited by walking. This paper presents a general design method that was also developed within the scope of these RFCS projects and is based on a modal superposition approach. The method has a wider range of application as it may be applied to any floor type and, in addition to walking, other human activities can be readily included. The general design methodology has been successfully used in the UK since 2004 on a variety of steel-framed floors, which have included office, hospital, residential and dance floors.

Keywords:
natural frequency vibrations dynamic response acceptance criteria multiplying factor composite floors
Available from: Refer to publisher
Structurae cannot make the full text of this publication available at this time. The full text can be accessed through the publisher via the DOI: 10.1002/stco.201110014.
  • About this
    data sheet
  • Reference-ID
    10065877
  • Published on:
    06/10/2011
  • Last updated on:
    13/08/2014
 
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