A simplified method for unified buckling and free vibration analysis of pile-supported structures in seismically liquefiable soils

In seismic-prone zones with liquefiable deposit piles are routinely used to support structures (buildings/bridges). In this paper, a unified buckling and dynamic approach is taken to characterize this vibration. The pile–soil system is modelled as Euler–Bernoulli beam resting against an elastic supp...

Ausführliche Beschreibung

Gespeichert in:

Bibliographische Detailangaben
Veröffentlicht in:	Soil dynamics and earthquake engineering (1984) 2009-08, Vol.29 (8), p.1220-1235
Hauptverfasser:	Bhattacharya, S., Adhikari, S., Alexander, N.A.
Format:	Artikel
Sprache:	eng
Schlagworte:	Buckling Earth sciences Earth, ocean, space Earthquake Earthquakes, seismology Elasto-dynamics Engineering and environment geology. Geothermics Engineering geology Exact sciences and technology Frequency Internal geophysics Lateral spreading Liquefaction Natural hazards: prediction, damages, etc Piles Soil–structure interaction
Online-Zugang:	Volltext
Tags:	Tag hinzufügen Keine Tags, Fügen Sie den ersten Tag hinzu!

Schreiben Sie den ersten Kommentar!