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Collapse Behavior of Steel Columns under Lateral Loading
The effect of local buckling due to lateral loading on the axial capacity of steel columns is investigated using detailed finite models. An overview of past research addressing column failure under seismic loading is presented to characterize the current state of knowledge. Preliminary simulation results indicate that flange local buckling due to lateral loading could significantly reduce the axial resistance of steel moment frame columns.
Collapse Behavior of Steel Columns under Lateral Loading
The effect of local buckling due to lateral loading on the axial capacity of steel columns is investigated using detailed finite models. An overview of past research addressing column failure under seismic loading is presented to characterize the current state of knowledge. Preliminary simulation results indicate that flange local buckling due to lateral loading could significantly reduce the axial resistance of steel moment frame columns.
Collapse Behavior of Steel Columns under Lateral Loading
Fogarty, J. (Autor:in) / El-Tawil, S. (Autor:in)
Structures Congress 2013 ; 2013 ; Pittsburgh, Pennsylvania, United States
Structures Congress 2013 ; 2848-2859
30.04.2013
Aufsatz (Konferenz)
Elektronische Ressource
Englisch
Collapse Behavior of Steel Columns under Lateral Loading
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