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IBRACON Structures and Materials Journal • 2012 • vol. 5 • nº 2
T.E.T. BUTTIGNOL |
L.C ALMEIDA
Figura 21 – Deformações plásticas principais - (a) modelo 1; (b) modelo 2; (c) modelo 3
(a)
(b)
(c)
7. Referências bibliográficas
[01] DELALIBERA, R. G. Numerical and experimental
analysis of pile caps with two piles submitted to axial
and eccentric forces. Thesis (Doctorate). School of
Engineering of São Carlos, São Paulo University,
São Carlos, 2006 (in Portuguese).
[02] CERVENKA, V.; JENDELE, L. e CERVENKA, J.
ATENA Program Documentation—Part 1: Theory.
Praha, Czech Republic, 2005.
[03] BLÉVOT, J. L.; FRÉMY, R. Semelles sur Pieux.
Institut Technique du Bâtiment et des Travaux Publics,
V. 20, No. 230, pp. 223-295, 1967.
[04] MAUTONI, M. Pile caps with two piles. São Paulo,
Grêmio Politécnico, 1972 (in Portuguese).
[05] CLARKE, J. L. Behavior and design of pile caps with
four piles. Cement and Concrete Association, London,
Technical Report n.42.489, 1973.
[06] SABNIS, G. M.; GOGATE, A. B. Investigation of thick
slab (pile cap) behavior. ACI Structural Journal,
V. 81-5, No. 2, pp. 35-39, Jan-Feb 1984.
[07] ADEBAR, et al. Strut-and-tie models for design of pile
caps: an experimental study. ACI Journal, v. 87, pp.
81-91, Jan-Febr, 1990.
[08] DELALIBERA R, G.; GIONGO, J. S. Variance analysis
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).