000			02804nam a22003017a 4500
999			_c56037 _d56037
005			20200129120406.0
008			191204b ||||| |||| 00| 0 eng d
020			_a9780415585613
028			_a:Technical Bureau India Pvt. Ltd. _b:E/261, Shastri Nagar Delhi _c:TB1524 _d;28/11/2019
082			_a624.1834 GHA
100			_aGhali, A.
245			_aConcrete structures _b: stresses and deformations :analysis and design for sustainability _c/ A Ghali [ et al ]
250			_a4th Ed.
260			_aNew York _b: Spon Press, _c2012
300			_axxiv, 584 pages _b: illustrations _c; 24 cm
365			_b14025
505			_aThe SI system of units and British equivalents -- Creep and shrinkage of concrete and relaxation of steel -- Creep of concrete -- Shrinkage of concrete -- Relaxation of prestressed steel -- Reduced relaxation -- Creep superposition -- The aging coefficient x: definition -- Equation for the aging coefficient x -- Relaxation of concrete -- Step-by-step calculation of the relaxation function for concrete -- Age-adjusted elasticity modulus -- Transformed section -- Age-adjusted flexibility and stiffness -- Stress and strain of uncracked sections -- Sign convention -- Strain, stress and curvature in composite and homogeneous cross-sections -- Basic equations -- Strain and stress due to non-linear temperature variation -- Rectangular section with parabolic temperature variation -- Time-dependent stress and strain in a composite section -- Instantaneous stress and strain at age t[subscript 0] -- Changes in stress and strain during the period t[subscript 0] to t -- Post-tensioned section -- Pre-tensioned section -- Composite section: steel and post-tensioned concrete -- Composite section: pre-tensioned and cast-in-situ parts -- Summary of analysis of time-dependent strain and stress -- Examples worked out in British units -- Stresses and strains in a pre-tensioned section -- Bridge section: steel box and post-tensioned slab -- Special cases of uncracked sections and calculation of displacements -- Prestress loss in a section with one layer of reinforcement -- Changes in strain, in curvature and in stress due to creep, shrinkage and relaxation
520			_aConcrete structures must be designed so as to be safe against failure and to perform satisfactorily in use. This book concentrates on design methods for checking the main serviceability requirements of deflections and cracking in reinforced and prestressed concrete structures
650			_a Civil Engineering
650			_aConcrete construction.
650			_aConcrete construction.
650			_aConcrete construction.
650			_aMulti stage Loading
700			_a Ghali, A.
700			_aFavre, R.
700			_aElbadry, M.
942			_cBOOK