306
IBRACON Structures and Materials Journal • 2013 • vol. 6 • nº 2
Experimental and numerical analysis of reinforced concrete mushroom slabs
8. Referências
[01] GASPARINI D. A., Contributions of C. A. P. Turner to
development of reinforced concrete flat slabs
1905–1999. Journal of Structural Engineering, 2002,
128, No. 10, 1243–1252.
[02] FURST, A., MARTI, D., Robert Maillart’s design
approach for flat slabs. Journal of Structural Engineering,
1997, No. 123(8), 1102–1110.
[03] KIERDORF, A., Early Mushroom Slab Construction
in Switzerland, Russia and the U.S.A. - A Study in
Parallel Technological Development, In: Proceedings
of the Second International Congress on Construction
History, vol II, pp 1793 – 1807. Cambridge Construction
History Society, Cambridge University, 2006.
[04] MELO, G. S. S. A., Behavior of Reinforced Concrete
Flat Slabs after Local Failure. PhD Thesis, Polytechnic
of Central London, London, England, 1990, 214p.
[05] TALBOT, A. N., Reinforced Concrete Wall Footings
and Column Footings. Engineering Experiment Station,
University of Illinois, Urbana, Bulletin No. 67, Mar.
1913, 114p.
[06] RICHART, F. E., Reinforced Concrete Wall and Column
Footings. ACI Journal, Proceedings, V. 45, No. 10,
Oct. 1948, pp. 97-127.
[07] KINNUNEN, S., NYLANDER, H., Punching of
Concrete Slabs Without Shear Reinforcement.
Transactions of the Royal Institute of Technology,
No. 158, Stockholm, Sweden, 1960, 112 pp.
[08] WEY, E. H., 1991. Seismic response of slab-column
connections with shear capitals.PhD Thesis, Rice
University. Houston, Texas.
[09] HUESTE, M. B. D., BROWNING, J., LEPAGE, A. and
WALLACE, J. W., Seismic Design Criteria for
Slab-Column Connections, ACI Structural Journal,
2007; 104(4): 448–11.
[10] ASSOCIAÇÃO BRASILEIRA DE NORMAS TÉCNICAS.
NBR 6118 – Projeto de Estruturas de Concreto. Rio de
Janeiro, 2007.
[11] EUROCODE 2, Design of Concrete Structures – Part
1-1: General Rules and Rules for Buildings, CEN,
EN 1992-1-1, Brussels, Belgium, 2004, 225 pp.
[12] MUTTONI, A., Punching Shear Strength of Reinforced
Concrete Slabs without Transverse Reinforcement,
ACI Structural Journal, V. 105, No. 4, July-Aug. 2008,
pp. 440-450.
[13] MUTTONI, A., and SCHWARTZ, J., Behaviour of
Beams and Punching in Slabs without Shear
Reinforcement, IABSE Colloquium, V. 62, Zurich,
Switzerland, 1991, pp. 703-708.
[14] FERREIRA, M. P. (2010). Punção em Lajes Lisas de
Concreto Armado com Armaduras de Cisalhamento e
Momentos Desbalanceados. Tese de Doutorado em
Estruturas e Construção Civil, Publicação E.TD – 007
A/10 Departamento de Engenharia Civil e Ambiental,
Universidade de Brasília, Brasília, DF, 275p.
[15] MENETREY, Ph., Relationship between flexural and
punching failure. ACI StructuralJournal, 1998;
95(4): 412–9.
[16] TRAUTWEIN, L. M., 2001. Punção em Lajes
Cogumelo de Concreto Armado com Armadura de
Cisalhamento Tipo “Stud Interno” e Tipo “Estribo
Inclinado”. Dissertação de Mestrado, Publicação 001
A/2001, Departamento de Engenharia Civil e Ambiental,
Universidade de Brasília, Brasília, DF, 165p.
[17] VECCHIO, F. J., COLLINS, M.P., The Modified
Compression Field Theory for Reinforced Concrete
Elements Subjected To Shear. Proceedings V. 83,
No. 2, Mar.-Apr. 1986, pp. 219-231
[18] FEENSTRA, P. H., Computational Aspects of Civil
Engineering, Delft University of Technology, Delft,
Netherlands, 1993, 149 p.
[19] LIMA NETO, A. F., 2012. Punção em Lajes Cogumelo
de Concreto Armado com Capitéis. Tese de Doutorado
em Estruturas e Construção Civil. Publicação E.TD.
– 003 A/12 Departamento de Engenharia Civil e
Ambiental, Universidade de Brasília. Brasília,
DF. 164p.