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Experimental Investigation of Exterior Unreinforced Beam-Column Joints with Plain and Deformed Bars
Experimental tests on four full-scale exterior unreinforced reinforced concrete (RC) beam-column joints, representative of the existing non-conforming RC frame buildings, are carried out. The specimens have different longitudinal reinforcements (plain or deformed) and they are designed in order to be representative of two typical design practices (for gravity loads only or according to an obsolete seismic code). Different failure modes are observed, namely joint failure with or without beam yielding. The local response of the joint panel is analyzed. The different joint deformation mechanisms and their contribution to the deformability and to the energy dissipation capacity of the sub-assemblages are evaluated.
Experimental Investigation of Exterior Unreinforced Beam-Column Joints with Plain and Deformed Bars
Experimental tests on four full-scale exterior unreinforced reinforced concrete (RC) beam-column joints, representative of the existing non-conforming RC frame buildings, are carried out. The specimens have different longitudinal reinforcements (plain or deformed) and they are designed in order to be representative of two typical design practices (for gravity loads only or according to an obsolete seismic code). Different failure modes are observed, namely joint failure with or without beam yielding. The local response of the joint panel is analyzed. The different joint deformation mechanisms and their contribution to the deformability and to the energy dissipation capacity of the sub-assemblages are evaluated.
Experimental Investigation of Exterior Unreinforced Beam-Column Joints with Plain and Deformed Bars
Verderame, Gerardo Mario (Autor:in) / De Risi, Maria Teresa (Autor:in) / Ricci, Paolo (Autor:in)
Journal of Earthquake Engineering ; 22 ; 404-434
16.03.2018
31 pages
Aufsatz (Zeitschrift)
Elektronische Ressource
Englisch
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