Ultimate behavior of steel beams under non-uniform bending

References

Page 1

	Year	Citations
Deterioration Modeling of Steel Components in Support of Collapse Prediction of Steel Moment Frames under Earthquake Loading Dimitrios G. Lignos, Helmut Krawinkler Journal of Structural Engineering	2010	958
Recommended Seismic Design Criteria for New Steel Moment-Frame Buildings Ronald O. Hamburger, John Hooper, Thomas A. Sabol, Earthquake EngineeringEngineeringSeismic AnalysisCivil EngineeringSeismic Design Criteria	2000	778
Building Design for Abnormal Loads and Progressive Collapse Bruce R. Ellingwood, Donald O. Dusenberry Computer-Aided Civil and Infrastructure Engineering	2005	194
The Bending Resistance of Steel Beams Joseph A. Yura, Theodore V. Galambos, M.K. Ravindra Journal of the Structural Division φ FactorsEngineeringStructural DynamicsMechanical EngineeringReinforced Concrete	1978	133
Progressive Collapse of Structures: Nomenclature and Procedures Uwe Starossek Structural Engineering International EngineeringStructural CrashworthinessStructural OptimizationTerms Collapse ResistanceStructural Engineering	2006	118
Inelastic Limit States Design. Part I: Planar Frame Studies Ronald D. Ziemian, William McGuire, Gregory G. Deierlein Journal of Structural Engineering EngineeringStructural DynamicsStructural MechanicsStructural OptimizationComputational Mechanics	1992	104
Flange Local Buckling in Wide-Flange Shapes M G Lay Journal of the Structural Division EngineeringMechanical EngineeringStructural ApplicationHigh Strength Low Alloy SteelComputer-aided Design	1965	101
Rotation Capacity of Beams under Moment Gradient A. F. Lukey, Peter F. Adams Journal of the Structural Division Flange Slenderness RatioEngineeringRotation CapacityMoment GradientStrength Property	1969	95
Rotation capacity of H-section members as determined by local buckling BEN KATO Journal of Constructional Steel Research EngineeringRotation CapacityMechanicsMechanical EngineeringMechanical Systems	1989	85
Prediction of rotation capacity of wide flange beams using neural networks Ibrahim H. Guzelbey, Abdülkadir Çevik, Mehmet Tolga Göğüş Journal of Constructional Steel Research EngineeringRotation CapacityWide Flange BeamsMechanical EngineeringMechanical Systems	2006	83

Page 1