Affiliation:
1. School of Architecture, Landscape & Civil Engineering, University College Dublin Dublin, Ireland
Abstract
Most current research on dynamic effects due to traffic load on simply supported bridges is focused on the mid-span section of the bridge because 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.
Subject
Building and Construction,Civil and Structural Engineering
Reference22 articles.
1. American Association of State Highway and Transportation Officials. Standard Specification for Highway Bridges, 1996, 16th edn., AASHTO, Washington, DC.
2. Bridge Loads
3. Traffic loading on highway bridges
Cited by
18 articles.
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