1. Equivalent reinforced concrete
A model based on beam theory (Bernoulli or Timoshenko) is ineffective for reproducing shear deformations and stresses in very weakly slender structures.
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A simplified alternative for representing the behaviour of reinforced concrete walls is the use of the Equivalent Reinforced Concrete (ERC) technique ( – )....
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Equivalent reinforced concrete
Bibliography
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(1) - BOUSIAS (S.N.), VERZELETTI (G.), FARDIS (M.N.), GUITERREZ (E.) -
« Load-Path effects in column biaxial bending and axial force ».
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Journal of Engineering Mechanics, ASCE, 121(5), 596-605 (1995).
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(2) - CAQUOT (A.), KÉRISEL...
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