Minimum quantity for "Selected Results from the SAC Phase 1 Beam-Column Connection Pre-Test Analyses" is 1.
Minimum quantity for "SAC Steel Project, Background Documents" is 1.
Minimum quantity for "Analytical and Field Investigations of Buildings Affected by the Northridge Earthquake of January 17, 1994" is 1.
Minimum quantity for "Parametric Tests on Unreinforced Connections Volume I - Final Report" is 1.
Minimum quantity for "Parametric Tests on Unreinforced Connections Volume II - Appendices" is 1.
Minimum quantity for "FEMA 289, Connection Test Summaries" is 1.
Minimum quantity for "Parametric Tests on the Free Flange Connections" is 1.
Minimum quantity for "Steel Moment-Frame Connection Advisory No. 3" is 1.
Minimum quantity for "Characterization of Ground Motions During the Northridge Earthquake of January 17, 1994" is 1.
Minimum quantity for "Through-Thickness Properties of Structural Steels" is 1.
Minimum quantity for "FEMA 354, A Policy Guide to Steel Moment-Frame Construction" is 1.
Minimum quantity for "Surveys and Assessment of Damage to Buildings Affected by the Northridge Earthquake of January 17, 1994" is 1.
Minimum quantity for "FEMA 355E, State of the Art Report on Past Performance of Steel Moment-Frame Buildings in Earthquakes" is 1.
Minimum quantity for "Appendix to: 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 "Case Studies of Steel Moment Frame Building Performance in the Northridge Earthquake of January 17, 1994" is 1.
Minimum quantity for "FEMA 288, Background Reports: Metallurgy, Fracture Mechanics, Welding, Moment Connections and Frame Systems Behavior" is 1.
Minimum quantity for "Assessment of the Benefits of Implementing the New Seismic Design Criteria and Inspection Procedures" is 1.
Minimum quantity for "Through-Thickness Strength and Ductility of Column Flanges in Moment Connections" is 1.
Minimum quantity for "Weld Acceptance Criteria for Seismically-Loaded Welded Connections" is 1.
Minimum quantity for "Behavior and Design of Radius Cut Reduced Beam Section Connections" is 1.
Minimum quantity for "FEMA 355F, State of the Art Report on Performance Prediction and Evaluation of Steel Moment-Frame Structures" is 1.
Minimum quantity for "Protocol for Fabrication, Inspection, Testing and Documentation of Beam-Column Connection Tests and Other Experimental Specimens" is 1.
Minimum quantity for "Development of Ground Motion Time Histories for Phase 2 of the FEMA/SAC Steel Project" is 1.
Minimum quantity for "The Impact of Earthquakes on Welded Steel Moment Frame Buildings: Experience in Past Earthquakes" is 1.
Minimum quantity for "Parametric Analytical Investigations of Ground Motion and Structural Response, Northridge Earthquake of January 17, 1994" is 1.
Minimum quantity for "Tests on Bolted Connections Part I: Technical Report" is 1.
Minimum quantity for "Strength and Ductility of FR Welded-Bolted Connections" is 1.
Minimum quantity for "Cyclic Testing of Bolted Moment End-Plate Connections" is 1.
Minimum quantity for "Assessment of the Reliability of Available NDE Methods for Welded Joints and the Development of UT Procedures" is 1.
Minimum quantity for "Bolted Flange Plate Connections" is 1.
Minimum quantity for "Benchmarking of Analysis Programs for SMRF System Performance Studies" is 1.
Minimum quantity for "Tests on Bolted Connections Part II: Appendices" is 1.
Minimum quantity for "The Effects of Connection Fractures on Steel Moment Resisting Frame Seismic Demands and Safety" is 1.
Minimum quantity for "Survey of Computer Programs for the Analysis of Steel Moment Frame Structures" is 1.
Minimum quantity for "Cover-Plate and Flange-Plate Reinforced Steel Moment-Resisting Connections" is 1.
Minimum quantity for "Development and Evaluation of Improved Details for Ductile Welded Unreinforced Flange Connection" is 1.
Minimum quantity for "Selected Documents from the U.S.-Japan Workshop on Steel Fracture Issues" is 1.
Minimum quantity for "FEMA 350, Recommended Seismic Design Criteria for New Steel Moment-Frame Buildings" is 1.
Minimum quantity for "Round-Robin Testing of Ultrasonic Testing Technicians" is 1.
Minimum quantity for "Cyclic Response of RBS Moment Connections: Loading Sequence and Lateral Bracing Effects" is 1.
Minimum quantity for "Effects of Hysteretic Deterioration Characteristics on Seismic Response of Moment Resisting Steel Structures" is 1.
Minimum quantity for "Test of a Free Flange Connection with a Composite Floor Slab" is 1.
Minimum quantity for "Interim Guidelines: Evaluation, Repair, Modification and Design of Welded Steel Moment-Frame Structures" is 1.
Minimum quantity for "Seismic Performance of 3 and 9 Story Partially Restrained Moment Frame Buildings" is 1.
Minimum quantity for "FEMA 355B, State of the Art Report on Welding and Inspection" is 1.
Minimum quantity for "FEMA 355C, State of the Art Report on Systems Performance of Steel Moment Frames Subject to Earthquakes" is 1.
Minimum quantity for "Cyclic Instability of Steel Moment Connections with Reduced Beam Sections" is 1.
Minimum quantity for "FEMA 352, Recommended Postearthquake Evaluation and Repair Criteria for Welded Steel Moment-Frame Buildings" is 1.