Enhancement factors for the vertical response of footbridges subjected to stochastic crowd loading

Files in This Item:
File Description SizeFormat 
p2.pdf156.02 kBAdobe PDFDownload
Title: Enhancement factors for the vertical response of footbridges subjected to stochastic crowd loading
Authors: Caprani, Colin C.
Keogh, J.
Archbold, P.
Fanning, Paul
Permanent link: http://hdl.handle.net/10197/4051
Date: Jul-2012
Abstract: The vertical acceleration response of a hypothetical footbridge is predicted for a sample of single pedestrians and a crowd of pedestrians using a probabilistic approach. This approach uses statistical distributions to account for the fact that pedestrian parameters are not identical for all pedestrians. Enhancement factors are proposed for predicting the response due to a crowd based on the predicted accelerations of a single pedestrian. The significant contribution of this work is the generation of response curves identifying enhancement factors for a range of crowd densities and synchronization levels.
Type of material: Journal Article
Publisher: Elsevier
Journal: Computers & Structures
Volume: 102-103
Issue: July 2012
Start page: 87
End page: 96
Copyright (published version): 2012 Elsevier Ltd
Keywords: BridgesPedestrianSynchronizationVerticalPacing frequencyStride
DOI: 10.1016/j.compstruc.2012.03.006
Language: en
Status of Item: Peer reviewed
Appears in Collections:Civil Engineering Research Collection

Show full item record

SCOPUSTM   
Citations 10

29
Last Week
0
Last month
checked on Oct 11, 2018

Page view(s) 50

64
checked on May 25, 2018

Download(s) 20

238
checked on May 25, 2018

Google ScholarTM

Check

Altmetric


This item is available under the Attribution-NonCommercial-NoDerivs 3.0 Ireland. No item may be reproduced for commercial purposes. For other possible restrictions on use please refer to the publisher's URL where this is made available, or to notes contained in the item itself. Other terms may apply.