A METHOD TO ESTIMATE THE CORNER SHEAR STRENGTH OF PILE CAPS SUPPORTED ON FOUR PILES UNDER VERTICAL LOADING

In this paper, the mechanism of the corner shear failure was examined on the pile cap with short the distance from slab periphery to pile center, and "it was clarified that the shear capacity of the pile cap could be estimated using the results of finite element analysis. Then, the pile cap mod...

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Veröffentlicht in:	Journal of Structural and Construction Engineering (Transactions of AIJ) 2003/09/30, Vol.68(571), pp.111-117
Hauptverfasser:	SUZUKI, Kuniyasu, OHTSUKI, Kazuo
Format:	Artikel
Sprache:	eng ; jpn
Schlagworte:	Corner shear failure Distance from slab periphery to pile center Finite element method Pile cap Ultimate shear strength
Online-Zugang:	Volltext
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