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Effects of Strength/Toughness Mismatch on Structural and Fracture Behaviors in Weldments -
The Effects of Connection Fractures on Steel Moment Resisting Frame Seismic Demands and Safety -
Through-Thickness Strength and Ductility of Column Flanges in Moment Connections -
Appendix to: Parametric Study on the Effect of Ground Motion Intensity and Dynamic Characteristics on Seismic Demands in Steel Moment Resisting Frames -
Parametric Study on the Effect of Ground Motion Intensity and Dynamic Characteristics on Seismic Demands in Steel Moment Resisting Frames -
Implementation Issues for Improved Seismic Design Criteria: Report on the Social, Economic, Policy and Political Issues Workshop -
Effects of Strain Hardening and Strain Aging on the K-Region of Structural Shapes -
Strength and Ductility of FR Welded-Bolted Connections -
Finite Element Fracture Mechanics Investigation of Welded Beam-Column Connections -
Development of Ground Motion Time Histories for Phase 2 of the FEMA/SAC Steel Project -
Proposed Statistical and Reliability Framework for Comparing and Evaluating Predictive Models for Evaluation and Design, and Critical Issues in Developing Such Framework -
Protocol for Fabrication, Inspection, Testing and Documentation of Beam-Column Connection Tests and Other Experimental Specimens -
Through-Thickness Properties of Structural Steels -
Survey of Computer Programs for the Analysis of Steel Moment Frame Structures -
Selected Documents from the U.S.-Japan Workshop on Steel Fracture Issues -
Selected Results from the SAC Phase 1 Beam-Column Connection Pre-Test Analyses -
Preliminary Assessment of the Impact of the Northridge Earthquake on Construction Costs of Steel Moment Frame Buildings -
Inspection Technology Workshop -
Failure of a Column K-Area Fracture -
Cover-Plate and Flange-Plate Reinforced Steel Moment-Resisting Connections -
Performance Prediction and Evaluation of Low Ductility Steel Moment Frames for Seismic Loads -
Performance Prediction and Evaluation of Steel Special Moment Frames for Seismic Loads -
Development and Evaluation of Improved Details for Ductile Welded Unreinforced Flange Connection -
Cyclic Response of RBS Moment Connections: Weak-Axis Configuration and Deep Column Effects
