Dynamic response of composite footbridges under running pedestrian load
In this paper, a numerical model to assess the vibration characteristics of an existing slender composite footbridge induced by human running load is presented. The aim is to evaluate the serviceability requirement of the structure against the current design standards. The footbridge vibration respo...
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Main Authors: | , , |
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Format: | Conference or Workshop Item |
Published: |
2013
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Subjects: | |
Online Access: | http://eprints.utm.my/id/eprint/50998/ http://dx.doi.org/10.1109/BEIAC.2013.6560130 |
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