Shear Strength of Connections between Concrete Filled Steel Tubes and Beams
p.75
p.75
Impact Response and Failure Mode for Single-Layer Geodesic Spherical Domes under Impact Load
p.80
p.80
Research on the Stiffness of Concrete Filled Steel Tubular Column and Steel Beam Joint with Stiffening Ring
p.85
p.85
Preliminary Research on Mechanical Behavior of Steel Frame Filled with Steel Plate Shear Wall after Exposure to Overall Stage of Fire
p.90
p.90
Bearing Capacity Calculation of Full-Scale Reinforced Concrete Beam-Column Joints Based on a Strut-and-Tie Model
p.95
p.95
Research on Ultimate Moment of Top-and-Seat Angle Connections in Semi-Rigid Steel Frames
p.99
p.99
The Correction of Estimation Theory on Cable's Parameters in Prestress-Mega-Brace Steel Frame Structure
p.104
p.104
Design Recommendation for Large Depth-to-Span Ratio and Opening of Single-Layer Spericallattice Shells
p.109
p.109
Study on Influence of Temperature to Section Deformation of Steel Box Girder during Cantilever Installation
p.114
p.114
Bearing Capacity Calculation of Full-Scale Reinforced Concrete Beam-Column Joints Based on a Strut-and-Tie Model
Abstract:
Based on test results of two full-scale reinforced concrete beam-column joints, carrying capacities of core areas of the joints were calculated and modified based on the strut-and-tie model. The results indicate that the capacities calculated with h-D-regions is smaller than those with h/2-D-regions, and the calculated results with h/2-D-regions agree better with the test results.
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Periodical:
Applied Mechanics and Materials (Volumes 351-352)
Pages:
95-98
Citation:
Online since:
August 2013
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© 2013 Trans Tech Publications Ltd. All Rights Reserved
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