chunk_513.json•1.43 kB
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"text": "Copenhagen. \n[ 18] Yield-Line Theory for the Ultimate Flexural Strength of Reinforced Concrete Slabs -\nE. \nHOGNESTAD-Journ. ACI, 24, n°7, mar. 1953. \n[19] Yield-Line \nTheory-K.W. JOHANSEN-Cement & Concrete Association-1962-\nLondon. \n[20] Load Factor Methods of Designing Reinforced Concrete -F.E. THOMAS -Reinfor. \nConcr. Review, 3, n°8,-1955. \n[2\n1] Plastic and Elastic Design of Slabs and Plates-R.H. WOOD-Ronald Press-1961 -\nNew-York. \n[22] Ultimate Load Analysis \nof Reinforced Concrete Structures -L.L.JONES -Inters-\ncience Publishers - 1962 -\nNew-York. \n[23] A Yield Criterion for Reinforced Concrete Slabs - R. LENSCHOW, M. A. SOZEN -\nJourn. ACI-64, n°5 -jun. 1966. \n[24] Design \nof Flat Plates with Irregular Column Layout-F.P. WIESINGER-Journ. ACI-\n70, n°2-feb. 1973. \n[25] \nYield Line Method-Strip Method -Segment Equilibrium Method -F.P. WIESIN-\nGER-ASCE Preprint 2502, ASCE Natl. Structural Convention-april 1975. \n609 \n\n[26] The Theory of the Strip Method for Design of Slabs - R.H. WOOD, G.S.T. ARMER \n-",
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