Site conditions and soil flexibility play an important role in determining the seismic response of bridges. In particular, the motion imposed at the foundation can differ from that in the free-field and relevant rocking component may be induced. Using simple analytical methods, the dynamic response of a bridge-soil system excited by harmonic S-waves is investigated.

Aspects of the soil-structure interaction – The dynamic response of bridge piers on caisson foundations

CAIRO, Roberto
;
DENTE G.
2015-01-01

Abstract

Site conditions and soil flexibility play an important role in determining the seismic response of bridges. In particular, the motion imposed at the foundation can differ from that in the free-field and relevant rocking component may be induced. Using simple analytical methods, the dynamic response of a bridge-soil system excited by harmonic S-waves is investigated.
2015
Kinematic interaction; Inertial interaction; Caisson foundation.
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Utilizza questo identificativo per citare o creare un link a questo documento: https://hdl.handle.net/20.500.11770/144612
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