文件名称:QEM001638
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Abutment behavior significantly influences the seismic response of certain bridge structures.Specifically in
the case of short bridges with relatively stiff superstructures typical of highway overpasses,embankment mobilization and
inelastic behavior of the soil material under high shear deformation levels dominate the response of the bridge and its column
bents.
the case of short bridges with relatively stiff superstructures typical of highway overpasses,embankment mobilization and
inelastic behavior of the soil material under high shear deformation levels dominate the response of the bridge and its column
bents.
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QEM001638.pdf