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ACI code additional eccentricity angle of twist anisotropic anisotropic parameters approach approximate assemblage Australia axial Civil Engineering column behaviour comparison component Compression Members concrete system creep buckling curve decrease deflection deformation desiccated design eccentricity direct method direct post-buckling displacement vector dynamic modulus eigenvector end eccentricities equilibrium Finite Element Analysis Finite Element Mesh finite element method frame hardened cement paste Hollow Splined Shaft increase incremental initial stress internal Kabaila line OBCD linear elastic load carrying capacity magnification magnifier method metric matrix microcracking modulii modulus of elasticity multiply connected non-linear Nonhomogeneous numerical obtained paste specimens pin-ended column post-buckling analysis prebuckling reduction factor method Reinforced Concrete School of Civil shear stresses slender column slender concrete columns slenderness effects slope solution South Wales stability stiffness strain vector stress function structure T. T. q Table torsion problem total potential twist per unit Valliappan variation viscoelastic Yamada yield criterion zero