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The rails and sleepers were modeled as linear elastic materials to eliminate the undesired behavior of the superstructure for the determination of the minimum depth of cover for each analysis.
In this research, the simultaneous effects of soil-structure interaction (SSI) and nonlinear behavior of the superstructure on inelastic displacement ratios of soil-structure systems with embedded foundation are parametrically investigated.
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Moreover, the shear transfer capacity and the local buckling behavior of the bridge superstructure are investigated.
A detailed finite element model was created to predict the static flexural behavior of the bridge superstructure under live loads.
Limited studies of the deformation/recovery behavior of the spherulitic superstructure provided further information concerning the interaction between the hard and soft segments.
Load-sharing effects between the girders improve the behavior of the bridge superstructures.
It is an effective technology that brings about great improvement in the seismic behavior of a superstructure.
Existing seismic IAB studies have typically investigated individual components, such as the interaction between abutment piles and soil or the behavior of superstructure-abutment connections, but the comprehensive behavior of all IAB components when subjected to an earthquake has not been evaluated in an integrated fashion.
New Yorkers always talk of the superstructure — perhaps it's more romantic — but we need infrastructure.
b Before the placement of the superstructure.
Further, the superstructure acceleration also increases with the increase of the superstructure flexibility.
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Justyna Jupowicz-Kozak
CEO of Professional Science Editing for Scientists @ prosciediting.com