Nonlinear seismic soil–pile–structure interactions: Shaking table tests and FEM analyses

In this paper, a soil–pile–structure model is tested on a shaking table subject to both a sinusoidal wave and the acceleration time history of the scaled 1940 El Centro earthquake. A medium-size river sand is compacted into a 1.7-m-high laminar rectangular tank to form a loose fill with a relative d...

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Veröffentlicht in:	Soil dynamics and earthquake engineering (1984) 2009-02, Vol.29 (2), p.300-310
Hauptverfasser:	Chau, K.T., Shen, C.Y., Guo, X.
Format:	Artikel
Sprache:	eng
Schlagworte:	Earth sciences Earth, ocean, space Earthquakes, seismology Engineering and environment geology. Geothermics Engineering geology Exact sciences and technology Finite element analyses Internal geophysics Natural hazards: prediction, damages, etc Shake table Soil–pile–structure interaction
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