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An Assessment of the Influence of Dynamic Interaction Modelling on Predicted Characteristic Load Effects in Bridges
Date Issued
2003
Date Available
2013-01-21T16:53:11Z
Abstract
Traffic loading crossing a bridge is simulated to analyse the correlation between the worst static
and dynamic load case. The worst static cases are obtained through a Monte-Carlo simulation
using weigh-in-motion (WIM) data from a typical European route. The bridge model is a twolane
20 m long single span structure discretised into plate elements. The truck model is composed
of bar, mass, damping, spring and rigid elements. The road profile is generated stochastically
from power spectral density functions. The dynamic interaction between bridge, truck and road
profile is solved using a Lagrange multiplier technique. Dynamic amplification factors are
obtained for the critical static loading cases, which for a two-lane 20-m bridge is due to meeting
events between two five-axle trucks. Results are compared to the Eurocode recommendations.
Type of Material
Conference Publication
Publisher
Thomas Telford
Copyright (Published Version)
2003, ICE Publishing
Language
English
Status of Item
Not peer reviewed
Part of
B.I.G. Barr et al (eds.). Proceedings of the 3rd International Conference on Current and Future Trends in Bridge Design, construction and Maintenance
Conference Details
3rd International Conference on Current and Future Trends in Bridge Design, construction and Maintenance, Shanghai, China, Sept./Oct, 2003
ISBN
9780727734549
This item is made available under a Creative Commons License
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