Seismic retrofit of external concrete beam-column joints reinforced by plain bars using steel angles prestressed by cross ties
Abstract
A method for seismic retrofit of beam-column joints, designed without seismic considerations and reinforced by plain bars, is examined. The method, already applied to connections reinforced by deformed bars, has been modified for joints with plain bars. Retrofit of these relatively old connections needs special attention due to the weak steel–concrete bond, let alone the lack of seismic consideration in design. In this method, steel angles are...
Paper Details
Title
Seismic retrofit of external concrete beam-column joints reinforced by plain bars using steel angles prestressed by cross ties
Published Date
Jul 17, 2017
Journal
Volume
148
Pages
813 - 828
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