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- W2000522320 abstract "Synopsis Equilibrium and work (energy) methods are reviewed for analysis of the ultimate torsional moment of rectangular under-reinforced concrete beams. In analogy with the yield-line theory for slabs, it is shown that the equilibrium method can be brought to complete agreement with the work method if nodal forces are introduced. The nature of the nodal forces in torsional analysis is discussed." @default.
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- W2000522320 date "1974-03-01" @default.
- W2000522320 modified "2023-09-27" @default.
- W2000522320 title "Nodal forces in the analysis of the ultimate torsional moment for rectangular beams" @default.
- W2000522320 doi "https://doi.org/10.1680/macr.1974.26.86.21" @default.
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