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Capacity Assessment of Rectangular Concrete-Filled Steel Tube (RCFT) Members and Connections for Performance-Based Design of Composite Frames
This paper presents research documenting the local damage progression in rectangular concrete-filled steel tube beam-columns and connections in composite frames. Local damage is quantified through the development of damage indices based upon results of worldwide experiments. A fiber-based finite element formulation is also introduced for assessing global capacity and seismic demand.
Capacity Assessment of Rectangular Concrete-Filled Steel Tube (RCFT) Members and Connections for Performance-Based Design of Composite Frames
This paper presents research documenting the local damage progression in rectangular concrete-filled steel tube beam-columns and connections in composite frames. Local damage is quantified through the development of damage indices based upon results of worldwide experiments. A fiber-based finite element formulation is also introduced for assessing global capacity and seismic demand.
Capacity Assessment of Rectangular Concrete-Filled Steel Tube (RCFT) Members and Connections for Performance-Based Design of Composite Frames
Tort, Cenk (Autor:in) / Hajjar, Jerome F. (Autor:in)
Structures Congress 2005 ; 2005 ; New York, New York, United States
Structures Congress 2005 ; 1-12
18.04.2005
Aufsatz (Konferenz)
Elektronische Ressource
Englisch
British Library Conference Proceedings | 2005
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