26 research outputs found
Behavior of Precast Concrete Beam-to-Column Connection with U- and L-bent Bar Anchorages Placed Outside the Column Panel–experimental Study
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Shear Strength of Exterior Wide Beam-Column Joints with Different Beam Reinforcement Ratios
No full textFull-scale exterior reinforced concrete wide beam-column joints with beam reinforcement ratios of 0.84%, 1.07% and 1.28% were tested under reversed cyclic loading. Beam flexural failure was observed in the specimen with reinforcement ratio of 0.84%, while joint shear failure after beam yielding was detected in other two specimens. Detailed analysis was conducted to evaluate the seismic performance of specimens including hysteretic behavior, cracking patterns, joint shear distortion, strain of the reinforcement and energy dissipation capacity. Accuracies of the joint shear demand and capacity predicted by four seismic codes of practice are assessed by joint shear forces from the experimental results
Comparative experimental study of full-scale H-subframe using a new industrialized building system and monolithic reinforced concrete beam-to-column connection
No full textSimplified Design Equation of Minimum Interior Joint Depth for Special Moment Frames with High-Strength Reinforcement
No full textExperimental Investigation on the Seismic Performance of Large-Scale Interior Beam-Column Joints with Composite Slab
No full textNumerical simulation of beam-column knee joints with mechanical anchorages by 3D rigid body spring model
No full textAnalytical and experimental investigations on seismic performance of exterior beam-column subassemblages of existing RC-framed building
No full textBond of deformed bars in plain and fibre reinforced concrete under reversed cyclic loading
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