A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
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 (author) / Hajjar, Jerome F. (author)
Structures Congress 2005 ; 2005 ; New York, New York, United States
Structures Congress 2005 ; 1-12
2005-04-18
Conference paper
Electronic Resource
English
| British Library Conference Proceedings | 2005
| British Library Conference Proceedings | 2007
| British Library Conference Proceedings | 2011