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The full bridge was modeled using the commercial finite element analysis software ABAQUS and the model was validated using field data.
The bridge was modeled using the original construction drawings, where all the structural details were taken into consideration (steel truss, gusset plates, concrete slabs, concrete piers, etc).
Considering the assumed depth of the soil cover (1.5 m of covering material including the ballast and embankment layers) and a slope of 1 vertically to 1.5 horizontally of the ballast shoulders, the longitudinal dimension of each bridge was modeled.
The bridge was modeled with a 200 mm (8 in).
Similar(55)
The bridge is modeled as a simply supported planar Euler Bernoulli beam and the vehicle is modeled by a four degrees-of-freedom mass spring system.
In this paper, the bridge is modeled as a continuous beam with eccentric prestress, and a half-vehicle model with 4 degrees of freedom is used to represent the vehicle passing the bridge.
Here, the bridge is modeled as a simply supported Euler Bernoulli beam.
The bridge is modeled by finite element method as a planar structure.
A five-span continuous bridge is modeled with sliding bearings and an SMA device as a two-degree-of-freedom system.
The bridge is modeled as a continuous dynamic system, while pedestrians are schematized as moving single-degree-of-freedom systems with random dynamic properties.
The bridge is modeled using different types of systems with the consideration of two extreme correlation cases among the failure modes of the girders.
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