Cyclic shakedown of piles subjected to two-dimensional lateral loading

Pile foundations are frequently subjected to cyclic lateral loads. Wave and wind loads on offshore structures will be applied in different directions and times during the design life of a structure. Therefore, the magnitude and direction of these loads in conjunction with the dead loads should be co...

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Veröffentlicht in:	International journal for numerical and analytical methods in geomechanics 2009-07, Vol.33 (10), p.1339-1361
Hauptverfasser:	Levy, Nina H., Einav, Itai, Hull, Tim
Format:	Artikel
Sprache:	eng
Schlagworte:	Applied sciences Buildings. Public works Computation methods. Tables. Charts Earthwork. Foundations. Retaining walls Exact sciences and technology Geotechnics piles plasticity shakedown Structural analysis. Stresses thermodynamics
Online-Zugang:	Volltext
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