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Endowment Fund donation $100 -
Endowment Fund donation $2,000 (Contributor Level) -
Endowment Fund donation $250 -
Endowment Fund donation $5,000 (Supporter Level) -
Endowment Fund donation $50 -
Endowment Fund donation $500 -
Enhancing the Transfer of U.S. Geological Survey Research Results into Engineering Practice -
Evaluating the Seismic Resistance of Existing Buildings -
Evaluation and Repair of Earthquake Damaged Concrete and Masonry Wall Buildings in PDF -
Evaluation of Mechanical Properties in Full-Scale Connections and Recommended Minimum Weld Toughness for Moment Resisting Frames -
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 -
Evaluation of the FEMA P-695 Methodology for Quantification of Building Seismic Performance Factors -
Evaluation of the Performance of Seismically Retrofitted Buildings -
Experimental Investigations of Beam-Column Subassemblages, Part 1 and 2 -
Experimental Investigations of Materials, Weldments and Nondestructive Examination Techniques -
Failure Analysis of Welded Steel Moment-Resisting Frame Connections Parts I and II -
Failure of a Column K-Area Fracture -
FEMA 155, Rapid Visual Screening of Buildings for Potential Seismic Hazards: Supporting Documentation (2nd Edition) -
FEMA 237, Development of Guidelines for Seismic Rehabilitation of Buildings, Phase I -
FEMA 267B, Interim Guidelines Advisory No. 2 Supplement to FEMA-267 Interim Guidelines -
FEMA 274, NEHRP Commentary on the Guidelines for the Seismic Rehabilitation of Buildings -
FEMA 276, Example Applications of the NEHRP Guidelines for the Seismic Rehabilitation of Buildings -
FEMA 288, Background Reports: Metallurgy, Fracture Mechanics, Welding, Moment Connections and Frame Systems Behavior -
FEMA 289, Connection Test Summaries