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Critical Assessment of Lifeline System Performance: Understanding Societal Needs in Disaster Recovery -
Cyclic Instability of Steel Moment Connections with Reduced Beam Sections -
Cyclic Response of RBS Moment Connections: Loading Sequence and Lateral Bracing Effects -
Cyclic Response of RBS Moment Connections: Weak-Axis Configuration and Deep Column Effects -
Cyclic Testing of a Free Flange Moment Connection -
Cyclic Testing of Bolted Moment End-Plate Connections -
Cyclic Testing of Narrow Plywood Shear Walls -
Cyclic Tests on Simple Connections, Including Effects of the Slab -
Database on the Performance of Structures near Strong-Motion Recordings: 1994 Northridge Earthquake -
Design Examples Recommended LRFD Guidelines for the Seismic Design of Highway Bridges -
Development and Evaluation of Improved Details for Ductile Welded Unreinforced Flange Connection -
Development of Ground Motion Time Histories for Phase 2 of the FEMA/SAC Steel Project -
Dynamic Tension Tests of Simulated Welded Beam Flange Connections -
Earthquake Aftershocks - Entering Damaged Buildings -
Earthquake Damage Evaluation Data for California -
Earthquake Loss Estimation Methods for WSMF Buildings -
Earthquake-Resilient Lifelines: NEHRP Research, Development and Implementation Roadmap -
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 -
Effects of Strain Hardening and Strain Aging on the K-Region of Structural Shapes -
Effects of Strength/Toughness Mismatch on Structural and Fracture Behaviors in Weldments -
Elastic Models for Predicting Building Performance -
Endowment Fund donation $1,000 -
Endowment Fund donation $10,000 (Sponsor Level)