Skip to content Skip to navigation
University of Warwick
  • Study
  • |
  • Research
  • |
  • Business
  • |
  • Alumni
  • |
  • News
  • |
  • About

University of Warwick
Publications service & WRAP

Highlight your research

  • WRAP
    • Home
    • Search WRAP
    • Browse by Warwick Author
    • Browse WRAP by Year
    • Browse WRAP by Subject
    • Browse WRAP by Department
    • Browse WRAP by Funder
    • Browse Theses by Department
  • Publications Service
    • Home
    • Search Publications Service
    • Browse by Warwick Author
    • Browse Publications service by Year
    • Browse Publications service by Subject
    • Browse Publications service by Department
    • Browse Publications service by Funder
  • Statistics
  • Help & Advice
University of Warwick

The Library

  • Login

Probabilistic modeling of walking excitation for building floors

Tools
- Tools
+ Tools

Živanović, Stana and Pavić, Aleksandar. (2009) Probabilistic modeling of walking excitation for building floors. Journal of Performance of Constructed Facilities, Vol.23 (No.3). pp. 132-143. ISSN 0887-3828

[img]
Preview
PDF
WRAP_Zivanovic_2009_jopocf_sz.pdf - Accepted Version - Requires a PDF viewer such as GSview, Xpdf or Adobe Acrobat Reader

Download (1496Kb)
Official URL: http://dx.doi.org/10.1061/(ASCE)CF.1943-5509.00000...

Abstract

Slender floor structures are becoming increasingly prone to excessive vibration due to human-induced walking excitation. To prevent discomfort of floor occupants and/or malfunctioning of sensitive equipment, it is necessary to have a reliable means of estimating floor vibration in the design phase. For accurate estimation of the floor vibration, both reliable excitation and structural models are required. This paper concentrates on the former by evaluating the performance of the existing force models and suggesting their improvement. For this a force model adopted in the United Kingdom by the Concrete Society was applied to four nominally identical floors using their experimentally identified modal properties. After comparison with experimental data the drawbacks of the force model were identified after which an improved model of the walking-induced dynamic force, based on the combination of two existing methodologies used separately for low- and high-frequency floors, is proposed. The improved model accounts for the intersubject variability in the walking force with respect to the pacing frequency, step length, and forcing magnitude. Moreover, it includes all relevant frequency components of the walking force into analysis, removing the need for classification of floors as low or high frequency. The proposed approach should help designers and building owners to make more informed decisions when evaluating vibration serviceability of floor structures.

Item Type: Journal Article
Subjects: T Technology > TH Building construction
T Technology > TA Engineering (General). Civil engineering (General)
Divisions: Faculty of Science > Engineering
Library of Congress Subject Headings (LCSH): Floors -- Vibration -- Mathematical models, Probabilities, Maintainability (Engineering), Vibration -- Physiological effect, Human engineering
Journal or Publication Title: Journal of Performance of Constructed Facilities
Publisher: American Society of Civil Engineers
ISSN: 0887-3828
Date: May 2009
Volume: Vol.23
Number: No.3
Number of Pages: 12
Page Range: pp. 132-143
Identification Number: 10.1061/(ASCE)CF.1943-5509.0000005
Status: Peer Reviewed
Publication Status: Published
Access rights to Published version: Restricted or Subscription Access
Funder: Engineering and Physical Sciences Research Council (EPSRC)
Grant number: GR/S14924/01 (EPSRC), GR/T03000/01 (EPSRC)
URI: http://wrap.warwick.ac.uk/id/eprint/27931

Data sourced from Thomson Reuters' Web of Knowledge

Request changes to a record

Actions (login required)

View Item View Item

Document Downloads

More statistics for this item...
twitter

Email us: publications@warwick.ac.uk
Contact Details
About Us