Most current research on dynamic effects due to traffic load on simply supported bridges focuses on the mid-span section of the bridge, since this location corresponds to the worst static bending moment. However, the maximum total moment allowing for dynamics, may differ considerably from the maximum moment at mid-span. This paper shows how the maximum can occur in a section relatively far from mid-span with a significant difference in magnitude.
Sponsorship
Other funder
Other Sponsorship
European 6th Framework Programme ARCHES (Assessment and Rehabilitation of Central European Highway Structures)
Type of Material
Journal Article
Publisher
Institution of Civil Engineers/Thomas Telford Publishing
