Behaviour of concrete-filled double skin rectangular steel tubular beam–columns
By Z. Tao, Lin-Hai Han. 2006
200 citations recorded by the source corpus.
Subfields: Building and Construction, Civil and Structural Engineering
View Paper: https://www.semanticscholar.org/paper/d86983e103dff0e211916dc6fc9442616eda1d81
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In Building and Construction
In Civil and Structural Engineering
Citations in the corpus
- Axial Loading Behavior of CFRP Strengthened Concrete-Filled Steel Tubular Stub Columns (2007, background): “The use of concrete-filled steel tubes (CFST) in different areas of construction has increased in recent years, especially in tall buildings and arch bridges (Tao and Han 2006).”
- Experimental behaviour of high performance concrete-filled steel tubular columns (2008, methodology): “The axial load was applied on the specimen through a very stiff top platen with an offset triangle hinge, which allowed specimen rotation to simulate pin-ended supports [14,18].”