A REVIEW OF THE FRAME ANALYSIS OF PILE FOUNDATIONS AT LIQUEFIABLE SITES

In the JRA Specifications for Highway Bridges a static analysis method using rigid frame and subgrade reaction models is recommended as a verification procedure of pile foundations for the level 2 (higher) level seismic motions. This paper investigates reasonable simple methods for analyzing dynamic...

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Veröffentlicht in:	Doboku Gakkai Ronbunshuu C 2006, Vol.62(3), pp.631-642
Hauptverfasser:	TAJIMA, Hitoshi, TAMURA, Keiich, INOUE, Masao, KAMEI, Masaaki
Format:	Artikel
Sprache:	eng ; jpn
Schlagworte:	effective stress analysis frame analysis ground displacement liquefaction pile foundation
Online-Zugang:	Volltext
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