Influence de la précontrainte sur la résistance au poinçonnement de dalles en béton armé
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[1] Gwenaël Delhumeau. L' invention du béton armé : Hennebique 1890-1914 , 1999 .
[2] D. G. Elms,et al. Non-linear analysis of reinforced concrete slabs , 1972 .
[3] Bruno Thürlimann,et al. Durchstanzversuche an Stahlbeton- und Spannbetonplatten , 1979 .
[4] Juan Sagaseta,et al. The influence of aggregate fracture on the shear strength of reinforced concrete beams: an experimental and analytical research project , 2013 .
[5] N. J. Gardner,et al. Punching Shear Strength of Continuous Post-Tensioned Concrete Flat Plates , 1998 .
[6] Carl Erik Broms. Concrete flat slabs and footings : Design method for punching and detailing for ductility , 2005 .
[7] Carl Erik Broms,et al. Elimination of Flat Plate Punching Failure Mode , 2000 .
[8] Aurelio Muttoni,et al. Poinçonnement des ponts-dalles , 2007 .
[9] Paul E. Regan,et al. Punching of Post-Tensioned Slabs—Tests and Codes , 2007 .
[10] N. J. Gardner,et al. Punching shear of continuous flat reinforced concrete slabs , 1996 .
[11] Aurelio Muttoni,et al. Behavior of Beams and Punching in Slabs without Shear Reinforcement , 1991 .
[12] Joana Lobo Viegas Rodrigues. Punçoamento em lajes fungiformes pré-esforçadas no model code 2010 , 2011 .
[13] Aurelio Muttoni,et al. Essais de poinçonnement de dalles en béton vibré et béton autocompactant avec différentes tailles maximales du granulat , 2009 .
[14] T. Y. Lin,et al. Shearing Strength of Prestressed Lift Slabs , 1958 .
[15] Carl Erik Broms,et al. Punching of flat plates : a question of concrete properties in biaxial compression and size effect , 1990 .
[16] J B Grow,et al. SHEAR STRENGTH OF PRESTRESSED LIGHTWEIGHT AGGREGATE CONCRETE FLAT PLATES , 1967 .
[17] Ned H. Burns,et al. ULTIMATE STRENGTH TESTS OF POST-TENSIONED FLAT PLATES , 1971 .
[18] Maria Anna Polak,et al. Punching shear in reinforced concrete slabs , 2005 .
[19] G. N. J. Kani,et al. The Riddle of Shear Failure and its Solution , 1964 .
[20] W. C. Schnobrich,et al. Finite Element Analysis of Reinforced Concrete , 1973 .
[21] D. Hordijk. TENSILE AND TENSILE FATIGUE BEHAVIOUR OF CONCRETE; EXPERIMENTS, MODELLING AND ANALYSES , 1992 .
[22] Siegfried Giedion,et al. Space, time and architecture : the growth of a new tradition , 1941 .
[23] O. Chaallal,et al. Mechanisms of Shear Resistance of Concrete Beams Strengthened in Shear with Externally Bonded FRP , 2008 .
[24] N. J. Gardner. ACI 318-05, CSA A23.3-04, Eurocode 2 (2003), DIN 1045-1 (2001), BS 8110-97 and CEB-FIP MC 90 Provisions for Punching Shear of Reinforced Concrete Flat Slabs , 2005 .
[25] Aurelio Muttoni,et al. Shear strength predictions according to the critical shear crack theory and the Swiss code SIA 262 (2003) , 2007 .
[26] Stefano Guandalini,et al. Poinçonnement symétrique des dalles en béton armé , 2006 .
[27] Ned H. Burns,et al. Test of Post‐Tensioned Flat Plate with Banded Tendons , 1985 .
[28] Paul E. Regan,et al. Punching resistances of unbonded post-tensioned slabs by decompression methods , 2005 .
[29] Aurelio Muttoni,et al. Levels-of-Approximation Approach in Codes of Practice , 2012 .
[30] Tomaž Ulaga. Betonbauteile mit Stab- und Lamellenbewehrung , 2003 .
[31] Paul E. Regan,et al. PUNCHING RESISTANCE OF RC FLAT SLABS WITH SHEAR REINFORCEMENT , 1999 .
[32] C. E. Broms. A method to avoid the punching failure mode , 2000 .
[33] Aurelio Muttoni,et al. Punching shear strength of reinforced concrete slabs without transverse reinforcement , 2008 .
[34] Kiang Hwee Tan,et al. Shear Transfer across a Crack in Reinforced High-Strength Concrete , 2008 .
[35] N. J. Gardner. Punching shear provisions for reinforced and prestressed concrete flat slabs , 1996 .
[36] Aurelio Muttoni,et al. Evaluation des règles de poinçonnement de la norme SIA 262, rapport interne , 2002 .
[37] A. L. Marshall. Behaviour of reinforced and prestressed concrete , 1990 .
[38] Ned H. Burns,et al. POST-TENSIONED FLAT PLATE TO COLUMN CONNECTION BEHAVIOR , 1974 .
[39] F. Vecchio,et al. THE MODIFIED COMPRESSION FIELD THEORY FOR REINFORCED CONCRETE ELEMENTS SUBJECTED TO SHEAR , 1986 .
[40] Aurelio Muttoni,et al. The levels‐of‐approximation approach in MC 2010: application to punching shear provisions , 2012 .
[41] Aurelio Muttoni,et al. Shear strength in one- and two-way slabs according to the critical shear crack theory , 2008 .
[42] M. Hallgren. Punching Shear Capacity of Reinforced High Strength Concrete Slabs , 1996 .
[43] Joost C. Walraven,et al. Aggregate interlock: A theoretical and experimental analysis , 1980 .
[44] P. E. Regan,et al. Symmetric punching of reinforced concrete slabs , 1986 .
[45] D. Hordijk. Local approach to fatigue of concrete , 1991 .
[46] C. A. P. Turner. The Ferry Bridge Across the Ship Canal At Duluth, Minnesota , 1905 .
[47] N. J. Gardner. Relationship of the Punching Shear Capacity of Reinforced Concrete Slabs With Concrete Strength , 1990 .
[48] Jean Pralong. Poinçonnement symétrique des planchers-dalles , 1982 .
[49] Armand Fürst,et al. Robert Maillart’s Design Approach for Flat Slabs , 1997 .
[50] Roberto Guidotti,et al. Poinçonnement des planchers-dalles avec colonnes superposées fortement sollicitées , 2010 .
[51] Karl Kordina,et al. SHEAR STRENGTH OF PRESTRESSED CONCRETE BEAMS WITH UNBONDED TENDONS , 1989 .
[52] Željana Nikolić. Non-linear analysis of prestressed structures , 1996 .
[53] William C. Schnobrich,et al. Nonlinear Layered Analysis of RC Plates and Shells , 1973 .
[54] G. D. Stefanou. Punching shear resistance of prestressed concrete slabs , 1993 .
[55] Maria Anna Polak,et al. Modeling Punching Shear of Reinforced Concrete Slabs Using Layered Finite Elements , 1998 .