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Volume 12 Issue 07
July 2026
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Author(s)
Krrishna Mahale Pramod V. Kharmale
Abstract
This Paper Aims To Study The Seismic Performance Of Exterior Beam-column Joints In Building Frames Strengthened By Ferrocement Using Nonlinear Finite Element Analysis. Firstly, The Proposed Model Was Used To Predict Experimental Results Successfully. Seco
Keywords
Ferrocement Layers Orientation Of Expanded Wire Mesh Nonlinear Finite Element Package “ANSYS 10.0” Beam-to-column Joints
Paper ID
IJSARTV4I724368
Publication Date
July 10, 2018
Research Area
Civil Engineering