Minimum quantity for "Proceedings of the Invitational Workshop on Steel Seismic Issues" is 1.
Minimum quantity for "Elastic Models for Predicting Building Performance" is 1.
Minimum quantity for "Prediction of Seismic Demands for SMRFs with Ductile Connections and Elements" is 1.
Minimum quantity for "Investigation of Damage to WSMF by Earthquakes Other Than Northridge" is 1.
Minimum quantity for "Improvement of Welded Connections Using Fracture Tough Overlays" is 1.
Minimum quantity for "Local and Lateral-Torsional Buckling of Wide-Flange Beams" is 1.
Minimum quantity for "Seismic Design Criteria for Steel Moment-Frame Structures" is 1.
Minimum quantity for "Evaluation of Mechanical Properties in Full-Scale Connections and Recommended Minimum Weld Toughness for Moment Resisting Frames" is 1.
Minimum quantity for "Parametric Study on the Effect of Ground Motion Intensity and Dynamic Characteristics on Seismic Demands in Steel Moment Resisting Frames" is 1.
Minimum quantity for "Finite Element Fracture Mechanics Investigation of Welded Beam-Column Connections" is 1.
Minimum quantity for "Effects of Strength/Toughness Mismatch on Structural and Fracture Behaviors in Weldments" is 1.
Minimum quantity for "Integrative Analytical Investigations on the Fracture Behavior of Welded Moment Resisting Connections" is 1.
Minimum quantity for "FEMA 355D, State of the Art Report on Connection Performance" is 1.
Minimum quantity for "Performance Prediction and Evaluation of Low Ductility Steel Moment Frames for Seismic Loads" is 1.
Minimum quantity for "Preliminary Assessment of the Impact of the Northridge Earthquake on Construction Costs of Steel Moment Frame Buildings" is 1.
Minimum quantity for "Reliability-Based Seismic Performance Evaluation of Steel Frame Buildings Using Nonlinear Static Analysis Methods" is 1.
Minimum quantity for "SAC Training Presentations" is 1.
Minimum quantity for "Failure of a Column K-Area Fracture" is 1.
Minimum quantity for "Earthquake Loss Estimation Methods for WSMF Buildings" is 1.
Minimum quantity for "FEMA 267B, Interim Guidelines Advisory No. 2 Supplement to FEMA-267 Interim Guidelines" is 1.
Minimum quantity for "Experimental Investigations of Materials, Weldments and Nondestructive Examination Techniques" is 1.
Minimum quantity for "SAC Phase 2 Test Plan" is 1.
Minimum quantity for "Simplified Design Models for Predicting the Seismic Performance of Steel Moment Frame Connection" is 1.
Minimum quantity for "Cyclic Testing of a Free Flange Moment Connection" is 1.