Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Ductility of Concrete-Filled Steel Box Columns with Binding Bars Subjected to Axial Compression
Ductility of concrete-filled steel box columns with binding bars and those without binding bars were discussed based on the experimental study. Two current methods were used to assess the ductility of concrete-filled steel box columns with binding bars and those without binding bars. Results show that binding bars can increase ductility of concrete-filled steel box columns. Ductility of concrete-filled steel box columns with binding bars at closer spacing is considerably better than that of concrete-filled steel box columns without binding bars.
Ductility of Concrete-Filled Steel Box Columns with Binding Bars Subjected to Axial Compression
Ductility of concrete-filled steel box columns with binding bars and those without binding bars were discussed based on the experimental study. Two current methods were used to assess the ductility of concrete-filled steel box columns with binding bars and those without binding bars. Results show that binding bars can increase ductility of concrete-filled steel box columns. Ductility of concrete-filled steel box columns with binding bars at closer spacing is considerably better than that of concrete-filled steel box columns without binding bars.
Ductility of Concrete-Filled Steel Box Columns with Binding Bars Subjected to Axial Compression
Advanced Materials Research ; 255-260 ; 2584-2587
31.05.2011
4 pages
Aufsatz (Zeitschrift)
Elektronische Ressource
Englisch
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