Seismic Evaluation Of Rc Framed Buildings Using Shear Failure Model

• Author(s):

  D.Sudhakar | V.Raj kumar

• Keywords:

• Abstract:

  Prediction Of Nonlinear Shear Hinge Parameters In RC Members Is Difficult Because It Involves A Number Of Parameters Like Shear Capacity, Shear Displacement, Shear Stiffness. As Shear Failure Are Brittle In Nature, Designer Must Ensure That Shear Failure

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Other Details

• Paper id:

  IJSARTV4I624047

• Published in:

  Volume: 4 Issue: 6 June 2018

• Publication Date:

  2018-06-08

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