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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 -
Cyclic Response of RBS Moment Connections: Loading Sequence and Lateral Bracing Effects -
Cyclic Testing of Bolted Moment End-Plate Connections -
Improvement of Welded Connections Using Fracture Tough Overlays -
Cyclic Testing of a Free Flange Moment Connection -
Test of a Free Flange Connection with a Composite Floor Slab -
Behavior and Design of Radius Cut Reduced Beam Section Connections -
SAC Phase 2 Test Plan -
Simplified Design Models for Predicting the Seismic Performance of Steel Moment Frame Connection -
Evaluation of Mechanical Properties in Full-Scale Connections and Recommended Minimum Weld Toughness for Moment Resisting Frames -
Preliminary Evaluation of Heat Affected Zone Toughness in Structural Shapes used in the Construction of Seismic Moment Frames -
Evaluation of the Effect of Welding Procedure on the Mechanical Properties of FCAW-S and SMAW Weld Metal used in the Construction of Seismic Moment Frames -
Loading Histories for Seismic Performance Testing of SMRF Components and Assemblies -
Benchmarking of Analysis Programs for SMRF System Performance Studies -
Dynamic Tension Tests of Simulated Welded Beam Flange Connections -
Round-Robin Testing of Ultrasonic Testing Technicians -
Bolted Flange Plate Connections -
Tests on Bolted Connections Part II: Appendices -
Tests on Bolted Connections Part I: Technical Report
