Experimental Study on Seismic Behavior of Damaged Beam-Column Joints Retrofitted by Viscoelastic Steel-Enveloped Elements

نویسندگان

چکیده

In order to improve the seismic performance of damaged reinforced concrete joints, a new retrofitting method using viscoelastic materials and steel plates is proposed. A reversal cyclic loading test was carried out on four T-shaped RC joints investigate reliability this method. Seismic performance, including strength, stiffness, ductility, energy dissipation capacity original non-damaged joint different repaired retrofitted are then compared. The results show that can significantly strength be loaded larger displacement value. After retrofitting, increases, stiffness degradation decreases. indicate effective in repairing seismically joints.

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ژورنال

عنوان ژورنال: Buildings

سال: 2023

ISSN: ['2075-5309']

DOI: https://doi.org/10.3390/buildings13030702