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Seismic behavior experimental study of frame
joints with special-shaped column and dispersed steel bar beam |
| Shuchun LI1,Bo DIAO2,Youpo SU3, |
| 1.Department of Civil Engineering,
Beihang University, Beijing 100083, China；University for Science
& Technology Beijing, Beijing 102206, China; 2.Department of Civil Engineering,
Beihang University, Beijing 100083, China; 3.College of Civil Engineering,
Hebei Polytechnic University, Tangshan 063009, China; |
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Abstract To overcome the problem that steel bars are put too close at a flame joint with special-shaped beam and column, mechanical performance of three groups of six RC flame joints with special-shaped (L, T and+) column and dispersed-steel bars-beam on the top floor under cyclic loads were studied. Experimental comparison was conducted between special-shaped (L, T and+) column and normal beams. The cracking load, yielding load, ultimate bearing capacity, failure patterns, and hysteretic properties at joint core area were investigated. The seismic behaviors of the joints with different proportions of dispersed-steel-bar beams were analyzed. The results of experimental analysis indicate that the mechanical and seismic behaviors of frame joints with T-shaped and+-shaped column are nearly not changed when suitable proportion steel bars are dispersed to flange plane. Stiffness degeneration of flame joint with L-shaped column is rather serious due to concrete damage stiffness. Theoretical result indicates that distributing area of the dispersed steel-bar beams in the flange plate should be strictly controlled to avoid anchor destroy.
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| Keywords
beam with dispersed steel bar
flame joints with special-shaped beam and column
seismic behavior
scale of dispersed steel bars
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Issue Date: 05 December 2009
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