Pile design for kinematic and inertial effects: a parameter study

The introduction of Eurocode 8 in Hungary presented new challenges in seismic design for geotechnical and structural engineers. During an earthquake, pile foundations must resist both the kinematic forces arising from the deformation of surrounding soil and the inertial effects due to the movement o...

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Veröffentlicht in:	ce/papers 2018-06, Vol.2 (2-3), p.933-938
Hauptverfasser:	WOLF, Ákos, RAY, Richard P.
Format:	Artikel
Sprache:	eng
Schlagworte:	Inertial effect Kinematic bending Pile dynamics
Online-Zugang:	Volltext
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