Probabilistic assessment of the ultimate load-bearing capacity in laterally restrained two-way reinforced concrete slabs

Author:

Arshian Amir HosseinORCID,Morgenthal Guido

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference50 articles.

1. Johansen KW. Yield-line theory. Cement and Concrete Association; 1962.

2. Load tests on a three storey reinforced concrete building in Johannesburg;Ockleston;Struct Eng,1955

3. The effect of membrane stresses on the ultimate strength of the interior panel in a reinforced concrete slab;Christiansen;Struct Eng,1963

4. Park R. Ultimate strength of rectangular concrete slabs under short-term uniform loading with edges restrained against lateral movement. In: ICE proceedings, vol. 28. Thomas Telford; 1964. p. 125–50.

5. Liebenberg A. Arch action in concrete slabs. National Building Research Institute, Council for Scientific and Industrial Research; 1966.

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