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Three neural networks have been presented to cover simply supported bridges, two span continuous bridges and three span continuous bridges.
New continuous bridges with more than 100m span length were designed using the proposed concept and HSB.
Concepts of inelastic moment redistribution can be used to further increase the load-carrying capacity of continuous bridges.
Among these typologies, Case I is the most common case appearing commonly near to the intermediate supports of continuous bridges.
This paper describes a method for the identification of parameters of vehicles moving on multi-span continuous bridges.
This paper describes the parameter identification of vehicles moving on multi-span continuous bridges taking into account the surface roughness.
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Older decks and longer spans showed more transverse cracking, whereas continuous span bridges and those with steel girders appeared to exacerbate transverse cracking.
The road bridge is a three spans continuous bridge, with a mixed steelconcrete tructure.
To evaluate the method, simulations of two moving forces on a continuous bridge and on one selected span from the continuous bridge are studied.
The identification of multiple vehicle dynamic axle loads on multi-span continuous bridge is presented.
A method to identify moving forces on a continuous bridge has been developed in this paper.
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