Effect of Modeling Beam-Column Joints on Performance Assessment of Columns in Non-Ductile RC Frames
Abstract
Seismic performance evaluation of non-seismically detailed reinforced concrete buildings requires proper analytical modeling approaches for beam-column joints which are most vulnerable parts. This study investigates the influence of beam column joint modeling assumptions on performance evaluation of non-ductile RC buildings. Numerical simulation model includes truss-based elements for beam-column connections and fiber-based elements for beams...
Paper Details
Title
Effect of Modeling Beam-Column Joints on Performance Assessment of Columns in Non-Ductile RC Frames
Published Date
Nov 1, 2020
Journal
Volume
31
Issue
6
Pages
10339 - 10358
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