Study on the Sensitivity Factors Affecting the Anti-Seismic Performances of Steel Reinforced High-Strength Concrete Columns
p.845
p.845
Concrete Creep and Shrinkage Effect Analysis Program Development
p.850
p.850
Optimization of Top Steel-Tube Truss Construction Platform of Silo and Fitting of Curve Equation
p.856
p.856
Force Behavior of Outer Annular-Stiffener Type Steel Castellated Beam-Concrete Filled Steel Tuber
p.861
p.861
The Effect of Alternative Reinforcement Details in Reinforced Concrete Coupling Beams
p.865
p.865
Study of Bracing Force Acting at Mid-Span of Beam of Single-Span Portal Frame
p.869
p.869
The Application of Digital Cameras in Monitoring Dynamic Deformation of Steel Shelf
p.873
p.873
Finite Element Analysis on Mechanical Behavior of Laminated Slab
p.878
p.878
Study on Dynamic Response of Jacket Structure during Floating Transportation
p.882
p.882
The Effect of Alternative Reinforcement Details in Reinforced Concrete Coupling Beams
Abstract:
In this study, a design alternative for reinforced concrete (RC) coupling beamswith diagonal headed-bars that puts less reliance on diagonal reinforcement wasexperimentally investigated. The results show that specimen HB 50 exhibits a better stable behavior incomparison with specimens CON and HB 30. Test results showed that specimens HB75 with replacement ratio of 75 % diagonal headed – bars were efficient inresisting high shear load.
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Periodical:
Applied Mechanics and Materials (Volumes 405-408)
Pages:
865-868
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Online since:
September 2013
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© 2013 Trans Tech Publications Ltd. All Rights Reserved
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