Minimum quantity for "SAC Training Presentations" is 1.
Minimum quantity for "Safer at Home in Earthquakes: A Proposed Earthquake Safety Program" is 1.
Minimum quantity for "Seismic Design Criteria for 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 "Seismic Rehabilitation Guidelines for Detached, Single-Family, Wood-Frame Dwellings" is 1.
Minimum quantity for "Seismic Resistance of Reinforced Concrete Shear Walls and Frame Joints: Implications of Recent Research for Design Engineers" is 1.
Minimum quantity for "Selected Documents from the U.S.-Japan Workshop on Steel Fracture Issues" is 1.
Minimum quantity for "Selected Results from the SAC Phase 1 Beam-Column Connection Pre-Test Analyses" is 1.
Minimum quantity for "Selecting and Scaling Earthquake Ground Motions for Performing Response-History Analyses" is 1.
Minimum quantity for "Simplified Design Models for Predicting the Seismic Performance of Steel Moment Frame Connection" is 1.
Minimum quantity for "Simplified Loss Estimation for Pre-Northridge WSMF Buildings" is 1.
Minimum quantity for "Simplified Seismic Assessment of Detached, Single-Family, Wood-Frame Dwellings" is 1.
Minimum quantity for "Steel Moment-Frame Connection Advisory No. 3" is 1.
Minimum quantity for "Strength and Ductility of FR Welded-Bolted Connections" is 1.
Minimum quantity for "Structural Response Modification Factors" is 1.
Minimum quantity for "Study of the Material Properties of the Web-Flange Intersection of Rolled Shapes" is 1.
Minimum quantity for "Survey of Computer Programs for the Analysis of Steel Moment Frame Structures" 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 "Tentative Provisions for the Development of Seismic Regulations for Buildings" is 1.
Minimum quantity for "Test of a Free Flange Connection with a Composite Floor 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 "The Effects of Connection Fractures on Steel Moment Resisting Frame Seismic Demands and Safety" is 1.