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 "FEMA 355D, State of the Art Report on Connection Performance" 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 "FEMA 355F, State of the Art Report on Performance Prediction and Evaluation of Steel Moment-Frame Structures" is 1.
Minimum quantity for "FEMA 356, Prestandard and Commentary for the Seismic Rehabilitation of Buildings" is 1.
Minimum quantity for "FEMA 440, Improvement of Nonlinear Static Seismic Analysis Procedures" is 1.
Minimum quantity for "Interim Guidelines: Evaluation, Repair, Modification and Design of Welded Steel Moment-Frame Structures" is 1.
Minimum quantity for "Characterization of Ground Motions During the Northridge Earthquake of January 17, 1994" 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 "Surveys and Assessment of Damage to Buildings Affected by the Northridge Earthquake of January 17, 1994" is 1.
Minimum quantity for "Experimental Investigations of Materials, Weldments and Nondestructive Examination Techniques" is 1.
Minimum quantity for "FEMA 288, Background Reports: Metallurgy, Fracture Mechanics, Welding, Moment Connections and Frame Systems Behavior" is 1.
Minimum quantity for "Parametric Tests on Unreinforced Connections Volume II - Appendices" is 1.
Minimum quantity for "Parametric Tests on the Free Flange Connections" is 1.
Minimum quantity for "Cyclic Tests on Simple Connections, Including Effects of the Slab" is 1.
Minimum quantity for "Tests on Bolted Connections Part I: Technical Report" is 1.
Minimum quantity for "Tests on Bolted Connections Part II: Appendices" is 1.
Minimum quantity for "Round-Robin Testing of Ultrasonic Testing Technicians" is 1.
Minimum quantity for "Dynamic Tension Tests of Simulated Welded Beam Flange Connections" is 1.
Minimum quantity for "Benchmarking of Analysis Programs for SMRF System Performance Studies" is 1.
Minimum quantity for "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" 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 "Simplified Design Models for Predicting the Seismic Performance of Steel Moment Frame Connection" is 1.