Plastic rotation capacity of high-strength concrete beams

Author:

Lopes S. M. R.,Bernardo L. F. A.

Publisher

Springer Science and Business Media LLC

Subject

Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Reference16 articles.

1. ACI Committee 318, Building Code Requirements for Reinforced Concrete, (ACI 318-89) and Commentary (ACI 318R-89), American Concrete Institute, Detroit, MI, 1989.

2. Ahmad, S. H. and Barker, R., ‘Flexural behaviour of reinforced high-strength lightweight concrete beams’,ACI Structural Journal 88 (1) (January–February 1991) 69–77.

3. British Standard BS 1881, Part 120, ‘Method for Determination of the Compressive Strength of Concrete Cores’, 1983.

4. Hansen, E. A. and Tomaszewicz, A., ‘Effect of confinement on the ductility of structural members with high strength concrete’, SINTEF Report STF65 F90071, Trondheim 1990, 184–191.

5. Khaloo, A. R. and Ahmad, S. H., ‘Behaviour of normal and high-strength concrete under combined compression-shear loading’,ACI Materials Journal 85 (6) (November–December 1988) 551–9.

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