Reliability of prestressed concrete structures considering creep models
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Alaa M. Chateauneuf | Wassim E. Raphael | Rostand J.B. Moutou Pitti | A. Chateauneuf | W. Raphael | R. Moutou Pitti
[1] Zdenek P. Bazant,et al. Unbiased Statistical Comparison of Creep and Shrinkage Prediction Models , 2008 .
[2] Joseph Absi,et al. A finite element analysis for the mixed mode crack growth in a viscoelastic and orthotropic medium , 2009 .
[3] Alaa Chateauneuf,et al. Reliability-based optimization of structural systems by adaptive target safety – Application to RC frames , 2008 .
[4] C. Petit,et al. An incremental formulation for the linear analysis of thin viscoelastic structures using generalized variables , 1995 .
[5] Dan M. Frangopol,et al. Lifetime reliability-based optimization of reinforced concrete cross-sections under corrosion , 2009 .
[6] Wilson Sergio Venturini,et al. Component and system reliability analysis of nonlinear reinforced concrete grids with multiple failure modes , 2008 .
[7] Wassim Raphael. Étude fiabiliste du fluage des structures en béton armé et précontraint , 2002 .
[8] Alaa Mohamed,et al. Reliability analysis of non-linear reinforced concrete frames using the response surface method , 2002, Reliab. Eng. Syst. Saf..
[9] M. Issa,et al. Prestress losses in fibreglass pretensioned concrete compression members , 1995 .
[10] I. Enevoldsen,et al. Practical implementation of probability based assessment methods for bridges , 2011 .
[11] Dimitris Diamantidis,et al. The Joint Committee on Structural Safety (JCSS) Probabilistic Model Code for New and Existing Structures , 1999 .
[12] F. Dubois,et al. Generalization of T and A integrals to time-dependent materials: analytical formulations , 2010 .
[13] I. Jordaan. Models for creep of concrete, with special emphasis on probabilistic aspects , 1980 .
[14] J. Judycki,et al. Non-linear viscoelastic behaviour of conventional and modified asphaltic concrete under creep , 1992 .
[15] B. Gabrielsen. Stochastic models for viscoelastic materials , 1968 .
[16] A W Beeby,et al. CONCISE EUROCODE FOR THE DESIGN OF CONCRETE BUILDINGS. BASED ON BSI PUBLICATION DD ENV 1992-1-1: 1992. EUROCODE 2: DESIGN OF CONCRETE STRUCTURES. PART 1: GENERAL RULES AND RULES FOR BUILDINGS , 1993 .
[17] Alaa Chateauneuf,et al. Information-based formulation for Bayesian updating of the Eurocode 2 creep model , 2009 .
[18] Rajeev Goel,et al. Comparative Study of Various Creep and Shrinkage Prediction Models for Concrete , 2007 .
[19] Henrik O. Madsen,et al. Structural Reliability Methods , 1996 .
[20] Byung Hwan Oh,et al. Identification of viscoelastic behavior for early-age concrete based on measured strain and stress histories , 2010 .
[21] Claude Chazal,et al. Viscoelastic incremental formulation using creep and relaxation differential approaches , 2010 .
[22] Qiang Yu,et al. Excessive Long-Time Deflections of Prestressed Box Girders. I: Record-Span Bridge in Palau and Other Paradigms , 2012 .
[23] Z. Bažant,et al. Rate-type creep law of aging concrete based on maxwell chain , 1974 .
[24] Peter F. Takács. Deformations in Concrete Cantilever Bridges: Observations and Theoretical Modelling , 2002 .
[25] Toyo Miyagawa. Maintenance of concrete structures in Japan: current activities , 2006 .
[26] Bruno Jurkiewiez,et al. A Numerical Method for the Analysis of Rheologic Effects in Concrete Bridges , 2001 .