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Ultimate Behavior of Concrete Filled Steel Tubular Columns under Horizontal Cyclic Loads
The Cyclic behavior of concrete filled steel tubular columns are investigated by experimentally comparing two types, bonded and unbonded. The results showed that both types have excellent ductility. They also showed that creep would increase ductility of bonded type, however it decreases ductility of bonded type.
Ultimate Behavior of Concrete Filled Steel Tubular Columns under Horizontal Cyclic Loads
The Cyclic behavior of concrete filled steel tubular columns are investigated by experimentally comparing two types, bonded and unbonded. The results showed that both types have excellent ductility. They also showed that creep would increase ductility of bonded type, however it decreases ductility of bonded type.
Ultimate Behavior of Concrete Filled Steel Tubular Columns under Horizontal Cyclic Loads
Fujii, Katashi (author) / Dai, Hiroyuki (author)
Composite Construction in Steel and Concrete IV Conference 2000 ; 2000 ; Banff, Alberta, Canada
2002-05-22
Conference paper
Electronic Resource
English
Composite materials , Steel , Creep , Construction , Concrete , Cyclic loads , Ductility , Tubes , Axial forces , Composite columns
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