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Shear Strength of Beam-Column eoints Using High-Strength Concrete
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 Title & Authors
Shear Strength of Beam-Column eoints Using High-Strength Concrete
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Under severe lateral loads, ductile moments-resisting reinforced concrete frames will be subjected to large loads and displacements. Thus, large deformation and shear stree are occurred at the beam-column joints which are the most critical region in ductile moments-resisting system. The purpose of this study was to investigate the shear strength of beam-column connection using high strength concrete. Four subassemblies were designed 2/3 scale of read structures and tested. The obtained results are as follows. 1) The transverse beams increase the shear resistance and ductility of joint, 2) The slab was contributed to increase of the flexural capacity of the beam, but was not contributed to increase the joint ductility under cyclic loads. 3) The shear stress factors. given by the ACI code would be modified in evaluating the shear strength of beam-column joints of frame which were constructed with high-strength concrete.
high-strength concrete;beam-column joint;shear stress;
 Cited by
Recommendations for Design for Beam-Column Joints in Monolithic Reinforced Concrete Structures(ACI 352R-95),

NZS 3101,

AIJ Standard for Structural Calculation of Steel Reinforced Structures,

Design of Beam-Column Joints for Seismic Resistance. SP-123, pp.125-144

ACI Structural Journal, vol.84. 2, pp.161-169

ACI Structural Journal, vol.88. 3, pp.277-291

Proceedings of the Tenth World Conference on Earthquake Engineering, vol.6. pp.3145-3150