Kinematic Interaction and Rocking Effects on the Seismic Response of Viaducts on Pile Foundations

This paper is aimed at providing a contribution for a more accurate and effective design of bridges founded on piles. A numerical model is employed herein to determine the stresses and displacements in the piles taking into account soil-foundation-structure interaction. A 3D finite element approach...

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Veröffentlicht in:	2008 Seismic Engineering Conference Commemorating the 1908 Messina and Reggio Calabria Earthquake Part One (AIP Conference Porceedings Volume 1020, Part 1) Part 1), 2008-01, Vol.1020 (1), p.626-633
Hauptverfasser:	Dezi, F, Carbonari, S, Leoni, G
Format:	Artikel
Sprache:	eng
Schlagworte:	BENDING BRIDGES DESIGN FINITE ELEMENT METHOD FOUNDATIONS GEOSCIENCES HYDROLOGY LAYERS NUMERICAL ANALYSIS SEISMOLOGY SHEAR SOIL-STRUCTURE INTERACTIONS SOILS
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