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Effects of Partially Restrained Connection Stiffness and Strength on Frame Seismic Performance
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40.00
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Effects of Strain Hardening and Strain Aging on the K-Region of Structural Shapes
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35.00
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Effects of Strength/Toughness Mismatch on Structural and Fracture Behaviors in Weldments
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40.00
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Elastic Models for Predicting Building Performance
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75.00
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Evaluation of Mechanical Properties in Full-Scale Connections and Recommended Minimum Weld Toughness for Moment Resisting Frames
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55.00
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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
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40.00
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Evaluation of the FEMA P-695 Methodology for Quantification of Building Seismic Performance Factors
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25.00
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Experimental Investigations of Beam-Column Subassemblages, Part 1 and 2
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85.00
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Experimental Investigations of Materials, Weldments and Nondestructive Examination Techniques
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33.00
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Failure Analysis of Welded Steel Moment-Resisting Frame Connections Parts I and II
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45.00
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Failure of a Column K-Area Fracture
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35.00
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FEMA 267B, Interim Guidelines Advisory No. 2 Supplement to FEMA-267 Interim Guidelines
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36.00
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