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A High Seismic Performance Shear Connector for Composite Steel-Concrete Structures Subjected to Strong Earthquakes
This paper presents the final results of an experimental and analytical study designed to develop a new shear connector for composite steel-concrete structures. Innovative characteristic lies in the design features of the connector's base, which presents a special folded shape. A modified push-out test has been employed to assess the shear strength as well as the load-slip behaviour under cyclic loading. A remarkable strength and ductile behaviour have been observed. In this way, an optimised and economic shear connector was obtained.
A High Seismic Performance Shear Connector for Composite Steel-Concrete Structures Subjected to Strong Earthquakes
This paper presents the final results of an experimental and analytical study designed to develop a new shear connector for composite steel-concrete structures. Innovative characteristic lies in the design features of the connector's base, which presents a special folded shape. A modified push-out test has been employed to assess the shear strength as well as the load-slip behaviour under cyclic loading. A remarkable strength and ductile behaviour have been observed. In this way, an optimised and economic shear connector was obtained.
A High Seismic Performance Shear Connector for Composite Steel-Concrete Structures Subjected to Strong Earthquakes
Matus, Roberto Arroyo (Autor:in) / Jullien, Jean Francois (Autor:in)
Composite Construction in Steel and Concrete IV Conference 2000 ; 2000 ; Banff, Alberta, Canada
22.05.2002
Aufsatz (Konferenz)
Elektronische Ressource
Englisch
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