Minimum quantity for "Earthquake Loss Estimation Methods for WSMF Buildings" is 1.
Minimum quantity for "FEMA 267B, Interim Guidelines Advisory No. 2 Supplement to FEMA-267 Interim Guidelines" is 1.
Minimum quantity for "Cyclic Response of RBS Moment Connections: Weak-Axis Configuration and Deep Column Effects" is 1.
Minimum quantity for "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" is 1.
Minimum quantity for "Proposed Statistical and Reliability Framework for Comparing and Evaluating Predictive Models for Evaluation and Design, and Critical Issues in Developing Such Framework" is 1.
Minimum quantity for "Performance Prediction and Evaluation of Steel Special Moment Frames for Seismic Loads" is 1.
Minimum quantity for "FEMA 353, Recommended Specifications and Quality Assurance Guidelines for Steel Moment-Frame Construction for Seismic Applications" is 1.
Minimum quantity for "Effects of Partially Restrained Connection Stiffness and Strength on Frame Seismic Performance" is 1.
Minimum quantity for "Implementation Issues for Improved Seismic Design Criteria: Report on the Social, Economic, Policy and Political Issues Workshop" is 1.
Minimum quantity for "Effects of Strain Hardening and Strain Aging on the K-Region of Structural Shapes" is 1.
Minimum quantity for "FEMA 355A, State of the Art Report on Base Metals and Fracture" is 1.
Minimum quantity for "Failure Analysis of Welded Steel Moment-Resisting Frame Connections Parts I and II" is 1.
Minimum quantity for "Dynamic Tension Tests of Simulated Welded Beam Flange Connections" is 1.
Minimum quantity for "Experimental Investigations of Beam-Column Subassemblages, Part 1 and 2" is 1.
Minimum quantity for "Simplified Loss Estimation for Pre-Northridge WSMF Buildings" is 1.
Minimum quantity for "Inspection Technology Workshop" is 1.
Minimum quantity for "Preliminary Evaluation of Heat Affected Zone Toughness in Structural Shapes used in the Construction of Seismic Moment Frames" is 1.
Minimum quantity for "FEMA 351, Recommended Seismic Evaluation and Upgrade Criteria for Existing Welded Steel Moment-Frame Buildings" is 1.
Minimum quantity for "FEMA 355C, State of the Art Report on Systems Performance of Steel Moment Frames Subject to Earthquakes" is 1.
Minimum quantity for "Cyclic Instability of Steel Moment Connections with Reduced Beam Sections" is 1.
Minimum quantity for "Study of the Material Properties of the Web-Flange Intersection of Rolled Shapes" is 1.
Minimum quantity for "FEMA 355B, State of the Art Report on Welding and Inspection" is 1.
Minimum quantity for "Loading Histories for Seismic Performance Testing of SMRF Components and Assemblies" is 1.
Minimum quantity for "FEMA 352, Recommended Postearthquake Evaluation and Repair Criteria for Welded Steel Moment-Frame Buildings" is 1.