Basic HTML Version
93
IBRACON Structures and Materials Journal • 2012 • vol. 5 • nº 1
A. G. B. CORELHANO | M. R. S. CORRÊA | A. T. BECK
displacement limit of H/1700) are conservative, and result in ac-
ceptable reliability indexes for the irreversible limit state of masonry
damage.
6. Acknowledgments
The authors express their gratitude to CAPES and CNPq for the
funding to this research.
7. References
[01] ASSOCIAÇÃO BRASILEIRA DE NORMAS TÉCNICAS.
NBR 6118: Projeto de estruturas de concreto –
Procedimento. Rio de Janeiro, 2003.
[02] EUROCODE, 2001. prEN 1990: Basis of Structural
Design – Annex C: Basis for Partial Factor Design and
Reliability Analysis, European Committee for
Standardization, Brussels.
[03] CORELHANO, A.G.B. Análise não linear geométrica
e física de núcleos de edifícios altos em concreto
armado, São Carlos, 2010, Dissertação (Mestrado) -
Escola de Engenharia de São Carlos, Universidade de
São Paulo.
[04] BECK, A.T. StRAnD: Structural Reliability Analysis
and Design, Manual do Usuário, Versão 1.03, 2008,
Departamento de Engenharia de Estruturas, Escola
de Engenharia de São Carlos, Universidade de
São Paulo.
[05] WEN, R.K.; RAHIMZADEH, J. Nonlinear elastic frame
analysis by finite element. Journal of Structural
Engineering, v.109, n.8, p.1952-1971, 1983.
[06] CORRÊA, M.R.S. Aperfeiçoamento de modelos
usualmente empregados no projeto de sistemas
estruturais de edifícios, São Carlos, 1991, Tese
(Doutorado) – Escola de Engenharia de São Carlos,
Universidade de São Paulo.
[07] KENT, D. C.; PARK, R. Flexural members with
confined concrete. Journal of Structural Division
ASCE, v.97, n. ST7, p1969-1990, July, 1971
[08] FIGUEIRAS, J.A. Ultimate Load analysis of anisotropic
and reinforced concrete plates and shells. Swansea.
Ph.D. Thesis, - Department of Civil Engineering,
University College of Swansea, 1983.
[09] OLIVEIRA, W.L.; BECK, A.T.; EL DEBS, A.L.H.C.
Safety evaluation of circular concrete-filled steel
columns de-signed according to Brazilian building
code NBR 8800:2008, IBRACON Structures and
Materials Journal, vol.1, p. 212-236.
[10] AMERICAN CONCRETE INSTITUTE. Commitee 435
(1984). Allowable Deflections. Detroit.
(ACI 435.3R-68, revised 1984).
[11] ELLINGWOOD, B.; GALAMBOS, T. V.;
MACGREGOR, J. G.; CORNELL,C. A. Development
of a Probability Based Load Criterion for American
National Standard A58. US National Bureau of
Standard Special Publication 577, Washington,
D.C., 1980.
[12] BECK, A.T.; SOUZA JR., A.C.S. A First Attempt
Towards Reliability-based Calibration of Brazilian
Structural Design Codes, Journal of the Brazilian
Society of Mechanical Sciences and Engineering,
Vol. 32, No.2, p 119-127, 2010.
[13] MELCHERS, R.E. Structural Reliability Analysis
and Prediction, 2ndEdition, John Wiley and Sons,
NY, 1999