1. Equivalent reinforced concrete
1.1 Introduction
A model based on beam theory (Bernoulli or Timoshenko) is ineffective for reproducing shear deformations and stresses in very weakly slender structures. .
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
Multi-fiber beam
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