Minimum quantity for "Effects of Hysteretic Deterioration Characteristics on Seismic Response of Moment Resisting Steel Structures" 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 "Test of a Free Flange Connection with a Composite Floor Slab" is 1.
Minimum quantity for "Earthquake Aftershocks - Entering Damaged Buildings" is 1.
Minimum quantity for "An Evaluation of the Imperial County Services Building Earthquake Response and Associated Damage" is 1.
Minimum quantity for "FEMA 355B, State of the Art Report on Welding and Inspection" is 1.
Minimum quantity for "Seismic Performance of 3 and 9 Story Partially Restrained Moment Frame Buildings" is 1.
Minimum quantity for "FEMA 461, Interim Testing Protocols for Determining the Seismic Performance Characteristics of Structural and Nonstructural Components" is 1.
Minimum quantity for "Cyclic Instability of Steel Moment Connections with Reduced Beam Sections" is 1.
Minimum quantity for "Preliminary Evaluation of Heat Affected Zone Toughness in Structural Shapes used in the Construction of Seismic Moment Frames" is 1.
Minimum quantity for "Loading Histories for Seismic Performance Testing of SMRF Components and Assemblies" is 1.
Minimum quantity for "FEMA 352, Recommended Postearthquake Evaluation and Repair Criteria for Welded Steel Moment-Frame Buildings" is 1.