Analysis of RC slab–beam–column sub‐assemblages subjected to bidirectional lateral cyclic loading using a new 3D macroelement

• Published in: Earthquake engineering & structural dynamics Vol. 46; no. 14; pp. 2519 - 2536
• Main Authors: Kim, Suhee, Kusuhara, Fumio, Shiohara, Hitoshi
• Format: Journal Article
• Language: English
• Published: Bognor Regis Wiley Subscription Services, Inc 01.11.2017
• Subjects: Beam-columns; beam–column joint; bidirectional lateral load; Concrete; Cyclic loading; Cyclic loads; Joints (timber); macroelement; Materials fatigue; Mathematical models; Reinforced concrete; Reinforcing steels; slab–beam–column sub‐assemblage; Springs; Steel; Stiffness
• ISSN: 0098-8847; 1096-9845
• DOI: 10.1002/eqe.2916

Summary An existing two‐dimensional macroelement for reinforced concrete beam–column joints is extended to a three‐dimensional macroelement. The three‐dimensional macroelement for beam–column joints consists of six rigid interface plates and uniaxial springs for concrete, steel, and bond–slip, which model the inside of a beam–column joint. The mechanical models for the materials and the stiffness equation for the springs are also presented. To validate the model, we used test results from three slab–beam–column sub‐assemblages subjected to bi‐lateral cyclic load. It is revealed that the new joint model is capable of capturing the strength of beam–column joints and the bidirectional interaction in joint shear response, including the concentration of damage in the beam–column joint, the pinching nature in hysteretic behavior, the stiffness degradation, and strength deterioration resulting from cyclic and bidirectional loading. Copyright © 2017 John Wiley & Sons, Ltd.