A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Shear in Beam-TO-Column Connections
The condition of high shear stress in rigid frame connections and the effect of high axial force is investigated. A yield condition is derived and verified by a test. After yielding in the test specimen, stable joint deformation was observed and the connection carried 2.75 times what is considered to be the maximum strength in shear. The current AISC design formula is shown to be conservative. (Author)
Shear in Beam-TO-Column Connections
The condition of high shear stress in rigid frame connections and the effect of high axial force is investigated. A yield condition is derived and verified by a test. After yielding in the test specimen, stable joint deformation was observed and the connection carried 2.75 times what is considered to be the maximum strength in shear. The current AISC design formula is shown to be conservative. (Author)
Shear in Beam-TO-Column Connections
D. J. Fielding (author) / J. S. Huang (author)
1970
72 pages
Report
No indication
English
Shear in composite beam-to-column connections
| TIBKAT | 1981
Joint shear behaviour of reinforced concrete beam-column connections
| Online Contents | 2009
Modeling Shear Behavior of Hybrid RCS Beam-Column Connections
| British Library Online Contents | 2001
Study on Shear Strength of SRC Beam-Column Connections
| British Library Conference Proceedings | 2011
Shear behaviour of open beam-to-tubular column angle connections
| British Library Conference Proceedings | 2012