Document Type

Conference Paper


This item is available under a Creative Commons License for non-commercial use only



Publication Details

In proceedings of the 6th. International Conference on Computational Structures Technology, eds. B.H.V. Topping and Z. Bittnar, Civil-Comp. Press, Stirling, Scotland. Paper no. 147, 11pp.


This paper describes the simulation of free-flowing traffic across bridges to predict the characteristic values for bridge load effects such as bending moment and shear force. The results of these simulations are then used to demonstrate that, in predicting the characteristic extreme load effects to which a bridge may be subjected, it is not sufficient to solely model one-or two-truck presence events. It is shown that loading events involving three or more trucks may need be included in the model for short to medium spans. The critical loading events for a particular load effect are strongly dependent on the span and the shape of the influence line.