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IBRACON Structures and Materials Journal • 2012 • vol. 5 • nº 2
T.E.T. BUTTIGNOL |
L.C ALMEIDA
applied to pile caps with two piles with embedded
chalice for concrete precast column submitted to
axial and eccentric loads. 50º Brazilian Concrete
Congress, IBRACON, São Paulo, 2008
(in Portuguese).
[09] SOUZA, R. et al. Adaptable Strut-and-Tie Model for
Design and Verification of Four-Pile Caps. ACI
Structural Journal, V. 106, No. 2, pp. 142-150,
March-April 2009.
[10] SU R. K. L.; CHANDLER A. M. Design criteria for
Unified Strut and Tie Models. Progress in Structural
Engineering and Materials, V.3, No. 3, pp 288-298,
October 2001.
[11] BRAZILIAN ASSOCIATION STANDARDS.
NBR 6118:2007 – Design of concrete structures.
Rio de Janeiro (in Portuguese).
[12] RAMOS, F. A. C. Numerical analysis of pile caps with
ten piles: Supports reactions calculus. São Carlos.
Thesis (Master) - School of Engineering of São Carlos,
0University of São Paulo, 2007 (in Portuguese).