General rules and rules for buildings

By R. P. Johnson, Douglas Anderson. 2004

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Friction and cohesion coefficients of composite concrete-to-concrete bond (2015, methodology): “In the design shear-friction expression in Eurocode 2 [2], the interface shear strength is expressed by means of splitting tensile, cohesion coefficient, friction coefficient and normal load.”
A unified formulation for circle and polygon concrete-filled steel tube columns under axial compression (2013, unknown): “(2-3a) now becomes: ,0.51c c s ξη η ξ = Ω = Ω× + (2-6) The strength and the axial load bearing capacity of a circular CFST column are, respectively: ( )1 1 0.5 1sc ck f f ξ α + + Ω = + (2-7a) and ( )0 1 0.5 1sc sc y s ck cN f A f A f A ξ ξ = = + × Ω + + (2-7b) where, α is the steel ratio .”