Critical static bridge loading scenarios are often expressed in terms of the number of vehicles that are present on the bridge at the time of occurrence of maximum lifetime load effect. For example, 1-truck, 2-truck, 3-truck ...
The development of accurate codes for the design of bridges and the evaluation of
existing structures requires adequate assessment of heavy traffic loading and also the dynamic interaction that may occur as this traffic ...
In recent years highway bridge load assessment has been recognised as an area through which savings can be made by avoiding unnecessary bridge refurbishment and replacement. Load effects in bridges result from single truck ...
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 ...
Site-specific assessment of the loading to which existing bridges are subject has considerable potential for saving on rehabilitation and replacement costs of the bridge stock. Monte Carlo simulations, with traffic ...
To assess the safety of an existing bridge, the loads to which it may be subject in its
lifetime are required. Statistical analysis is used to extrapolate a sample of load effect values from the simulation period to the ...
When formulating an approach to assess bridge traffic loading with allowance for Vehicle-Bridge Interaction (VBI), a trade-off is necessary between the limited accuracy and computational demands of numerical models and the ...
To predict characteristic extreme traffic load effects, simulations are sometimes performed of bridge loading events. To generalize the truck weight data, statistical distributions are fitted to histograms of weight ...
The determination of characteristic bridge load effect is a complex problem. Usually,
statistical extrapolation of simulated static load effects is used to derive a lifetime
characteristic static load effect. However, ...
The assessment of site-specific bridge traffic loading using WIM data is a critical feature of
minimizing the cost of rehabilitation and replacement for bridge stock. For short- to medium-span bridges, it is often assumed ...