Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
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 (Autor:in) / Dai, Hiroyuki (Autor:in)
Composite Construction in Steel and Concrete IV Conference 2000 ; 2000 ; Banff, Alberta, Canada
22.05.2002
Aufsatz (Konferenz)
Elektronische Ressource
Englisch
Composite materials , Steel , Creep , Construction , Concrete , Cyclic loads , Ductility , Tubes , Axial forces , Composite columns
Ultimate Behavior of Concrete Filled Steel Tubular Columns Under Horizontal Cyclic Loads
| British Library Conference Proceedings | 2002
Ultimate Behavior of Concrete Filled Steel Tubular Columns Under Horizontal Cyclic Loads
| British Library Conference Proceedings | 2002
Analytical Behavior of Rubber Concrete-Filled Steel Tubular Columns under Cyclic Loading
| British Library Conference Proceedings | 2011
Analytical Behavior of Rubber Concrete-Filled Steel Tubular Columns under Cyclic Loading
| Trans Tech Publications | 2011