29 research outputs found
Experimental study on seismic behavior of composite frame consisting of SRC beams and SRUHSC columns subjected to cyclic loading
Seismic behavior of reinforced concrete squat walls with high strength reinforcements: An experimental study
Seismic performance of pre-cast self-insulation shear walls made by a new type of foam concrete with high strength and low thermal conductivity
Effect of Ice Storage on the Chemical Composition and Lipid Quality in Fat Greenling ( Hexagrammos otakii
Concepts and requirements of durability design for concrete structures: an extensive review of CCES01
Experimental study on frame structures with recycled aggregate concrete under lateral cyclic loads
Shear Strength of Exterior Wide Beam-Column Joints with Different Beam Reinforcement Ratios
Full-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
