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SEISMIC EVALUATION OF RC FRAMED BUILDINGS USING SHEAR FAILURE MODEL
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Author(s):
D.Sudhakar | V.Raj kumar
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Keywords:
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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
Other Details
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Paper id:
IJSARTV4I624047
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Published in:
Volume: 4 Issue: 6 June 2018
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Publication Date:
2018-06-08
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