-
FEMA P-440A, Effects of Strength and Stiffness Degradation on Seismic Response -
FEMA P-695, Quantification of Building Seismic Performance Factors -
FEMA 461, Interim Testing Protocols for Determining the Seismic Performance Characteristics of Structural and Nonstructural Components -
Next-Generation Performance-Based Seismic Design Guidelines -
Raccomandazioni Congiunte Stati Uniti-Italia -
Raccomandazioni congiunte Stati Uniti-Italia per il Controventamento e lÍAncoraggio dei Componenti Non Strutturali negli Ospedali Italiani -
Seismic Rehabilitation Guidelines for Detached, Single-Family, Wood-Frame Dwellings -
Cyclic Testing of Narrow Plywood Shear Walls -
Proceedings of the Invitational Workshop on Steel Seismic Issues -
Collaborative Recommended Requirements for Automatic Natural Gas Shutoff Valves in Italy -
Living with Unstable Ground -
SAC Steel Project, Background Documents in PDF Format -
SAC Training Presentations -
Seismic Design Criteria for Steel Moment-Frame Structures -
Weld Acceptance Criteria for Seismically-Loaded Welded Connections -
Failure Analysis of Welded Steel Moment-Resisting Frame Connections Parts I and II -
Reliability-Based Seismic Performance Evaluation of Steel Frame Buildings Using Nonlinear Static Analysis Methods -
Elastic Models for Predicting Building Performance -
Local and Lateral-Torsional Buckling of Wide-Flange Beams -
Cyclic Instability of Steel Moment Connections with Reduced Beam Sections -
Effects of Hysteretic Deterioration Characteristics on Seismic Response of Moment Resisting Steel Structures -
Effects of Partially Restrained Connection Stiffness and Strength on Frame Seismic Performance -
Seismic Performance of 3 and 9 Story Partially Restrained Moment Frame Buildings -
Integrative Analytical Investigations on the Fracture Behavior of Welded Moment Resisting Connections
