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A platform for research: civil engineering, architecture and urbanism
Catenary Action during Collapse of Steel MRF Buildings
Detailed finite element simulations are used to investigate the large deformation behavior of seismically designed beam-column subassemblies. The numerical model employs a micromechanical fracture model for steel that is calibrated to existing test results. The developed simulation tools are used to understand the role of a number of parameters that influence the formation of catenary action in steel moment resisting frame (MRF) connections.
Catenary Action during Collapse of Steel MRF Buildings
Detailed finite element simulations are used to investigate the large deformation behavior of seismically designed beam-column subassemblies. The numerical model employs a micromechanical fracture model for steel that is calibrated to existing test results. The developed simulation tools are used to understand the role of a number of parameters that influence the formation of catenary action in steel moment resisting frame (MRF) connections.
Catenary Action during Collapse of Steel MRF Buildings
Khandelwal, Kapil (author) / El-Tawil, Sherif (author)
Structures Congress 2006 ; 2006 ; St. Louis, Missouri, United States
Structures Congress 2006 ; 1-9
2006-10-10
Conference paper
Electronic Resource
English
Catenary Action during Collapse of Steel MRF Buildings
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