Minimum quantity for "The Effects of Connection Fractures on Steel Moment Resisting Frame Seismic Demands and Safety" is 1.
Minimum quantity for "Survey of Computer Programs for the Analysis of Steel Moment Frame Structures" is 1.
Minimum quantity for "Cover-Plate and Flange-Plate Reinforced Steel Moment-Resisting Connections" is 1.
Minimum quantity for "Development and Evaluation of Improved Details for Ductile Welded Unreinforced Flange Connection" is 1.
Minimum quantity for "Round-Robin Testing of Ultrasonic Testing Technicians" is 1.
Minimum quantity for "Test of a Free Flange Connection with a Composite Floor Slab" is 1.
Minimum quantity for "FEMA 350, Recommended Seismic Design Criteria for New Steel Moment-Frame Buildings" is 1.
Minimum quantity for "Selected Documents from the U.S.-Japan Workshop on Steel Fracture Issues" is 1.
Minimum quantity for "Cyclic Response of RBS Moment Connections: Loading Sequence and Lateral Bracing Effects" is 1.
Minimum quantity for "FEMA E-74, Reducing the Risks of Nonstructural Earthquake Damage – A Practical Guide" is 1.
Minimum quantity for "FEMA P-50-1, Seismic Retrofit Guidelines for Detached, Single-Family, Wood-Frame Dwellings" is 1.
Minimum quantity for "Simplified Seismic Assessment of Detached, Single-Family, Wood-Frame Dwellings" is 1.
Minimum quantity for "FEMA P-695, Quantification of Building Seismic Performance Factors" is 1.
Minimum quantity for "Redesign of Three Multistory Buildings: A Comparison Using ATC-3-06 and 1982 UBC Design Provisions" is 1.
Minimum quantity for "Effects of Hysteretic Deterioration Characteristics on Seismic Response of Moment Resisting Steel Structures" is 1.
Minimum quantity for "Seismic Performance of 3 and 9 Story Partially Restrained Moment Frame Buildings" is 1.
Minimum quantity for "An Evaluation of the Imperial County Services Building Earthquake Response and Associated Damage" is 1.
Minimum quantity for "FEMA P-774, Unreinforced Masonry Buildings and Earthquakes, Developing Successful Risk Reduction Programs" is 1.
Minimum quantity for "Study of the Material Properties of the Web-Flange Intersection of Rolled Shapes" is 1.
Minimum quantity for "Seismic Rehabilitation Guidelines for Detached, Single-Family, Wood-Frame Dwellings" is 1.
Minimum quantity for "FEMA 352, Recommended Postearthquake Evaluation and Repair Criteria for Welded Steel Moment-Frame Buildings" is 1.
Minimum quantity for "Cyclic Testing of Narrow Plywood Shear Walls" is 1.
Minimum quantity for "Cyclic Tests on Simple Connections, Including Effects of the Slab" 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 "Loading Histories for Seismic Performance Testing of SMRF Components and Assemblies" is 1.
Minimum quantity for "FEMA 355B, State of the Art Report on Welding and Inspection" 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 "Cyclic Instability of Steel Moment Connections with Reduced Beam Sections" is 1.
Minimum quantity for "Interim Guidelines: Evaluation, Repair, Modification and Design of Welded Steel Moment-Frame Structures" 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 "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 "Inspection Technology Workshop" is 1.
Minimum quantity for "Simplified Loss Estimation for Pre-Northridge WSMF Buildings" is 1.
Minimum quantity for "NEHRP Workshop on Meeting the Challenges of Existing Buildings Prioritized Research for Reducing the Seismic Hazards of Existing Buildings" is 1.
Minimum quantity for "Earthquake Aftershocks - Entering Damaged Buildings" is 1.
Minimum quantity for "FEMA 355A, State of the Art Report on Base Metals and Fracture" 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 Strain Hardening and Strain Aging on the K-Region of Structural Shapes" is 1.
Minimum quantity for "Safer at Home in Earthquakes: A Proposed Earthquake Safety Program" is 1.
Minimum quantity for "Failure Analysis of Welded Steel Moment-Resisting Frame Connections Parts I and II" is 1.
Minimum quantity for "Effects of Partially Restrained Connection Stiffness and Strength on Frame Seismic Performance" is 1.
Minimum quantity for "FEMA 461, Interim Testing Protocols for Determining the Seismic Performance Characteristics of Structural and Nonstructural Components" 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 "Implementation Issues for Improved Seismic Design Criteria: Report on the Social, Economic, Policy and Political Issues Workshop" is 1.
Minimum quantity for "Modeling and Acceptance Criteria for Seismic Design and Analysis of Tall Buildings" is 1.
Minimum quantity for "Cyclic Response of RBS Moment Connections: Weak-Axis Configuration and Deep Column Effects" is 1.
Minimum quantity for "FEMA 237, Development of Guidelines for Seismic Rehabilitation of Buildings, Phase I" is 1.
Minimum quantity for "Performance Prediction and Evaluation of Steel Special Moment Frames for Seismic Loads" is 1.
Minimum quantity for "Characterization of the Material Properties of Rolled Sections" is 1.
Minimum quantity for "Clarifying the Extent of Northridge-Induced Weld Fracturing; Examining the Related Issue of UT Reliability" 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 "Cyclic Testing of a Free Flange Moment Connection" is 1.
Minimum quantity for "SAC Phase 2 Test Plan" is 1.
Minimum quantity for "Simplified Design Models for Predicting the Seismic Performance of Steel Moment Frame Connection" is 1.
Minimum quantity for "Experimental Investigations of Materials, Weldments and Nondestructive Examination Techniques" is 1.
Minimum quantity for "Collaborative Recommended Requirements for Automatic Natural Gas Shutoff Valves in Italy" is 1.
Minimum quantity for "NEHRP Seismic Design Technical Brief No. 4: Nonlinear Structural Analysis for Seismic Design, A Guide for Practicing Engineers" is 1.
Minimum quantity for "Earthquake Loss Estimation Methods for WSMF Buildings" is 1.
Minimum quantity for "Failure of a Column K-Area Fracture" is 1.
Minimum quantity for "FEMA 267B, Interim Guidelines Advisory No. 2 Supplement to FEMA-267 Interim Guidelines" is 1.
Minimum quantity for "Structural Response Modification Factors" is 1.
Minimum quantity for "FEMA P-795, Quantification of Building Seismic Performance Factors: Component Equivalency Methodology" is 1.
Minimum quantity for "SAC Training Presentations" is 1.
Minimum quantity for "Reliability-Based Seismic Performance Evaluation of Steel Frame Buildings Using Nonlinear Static Analysis Methods" is 1.
Minimum quantity for "Performance Prediction and Evaluation of Low Ductility Steel Moment Frames for Seismic Loads" is 1.
Minimum quantity for "NEHRP Seismic Design Technical Brief No. 8: Seismic Design of Steel Special Concentrically Braced Frame Systems: A Guide for Practicing Engineers" is 1.
Minimum quantity for "Preliminary Assessment of the Impact of the Northridge Earthquake on Construction Costs of Steel Moment Frame Buildings" is 1.
Minimum quantity for "Guidelines for Seismic Design and Construction of Single-Story Masonry Dwellings in Seismic Zone 2" is 1.
Minimum quantity for "FEMA 355D, State of the Art Report on Connection Performance" is 1.
Minimum quantity for "Integrative Analytical Investigations on the Fracture Behavior of Welded Moment Resisting Connections" is 1.
Minimum quantity for "Effects of Strength/Toughness Mismatch on Structural and Fracture Behaviors in Weldments" is 1.
Minimum quantity for "Improvements to BIM Structural Software Interoperability" is 1.
Minimum quantity for "Finite Element Fracture Mechanics Investigation of Welded Beam-Column Connections" is 1.
Minimum quantity for "Parametric Study on the Effect of Ground Motion Intensity and Dynamic Characteristics on Seismic Demands in Steel Moment Resisting Frames" is 1.
Minimum quantity for "Evaluating the Seismic Resistance of Existing Buildings" is 1.
Minimum quantity for "Selecting and Scaling Earthquake Ground Motions for Performing Response-History Analyses" is 1.
Minimum quantity for "FEMA 308, The Repair of Earthquake Damaged Concrete and Masonry Wall Buildings" is 1.
Minimum quantity for "Seismic Design Criteria for Steel Moment-Frame Structures" is 1.
Minimum quantity for "Database on the Performance of Structures near Strong-Motion Recordings: 1994 Northridge Earthquake" is 1.
Minimum quantity for "Evaluation of Mechanical Properties in Full-Scale Connections and Recommended Minimum Weld Toughness for Moment Resisting Frames" is 1.
Minimum quantity for "FEMA P-807, Seismic Evaluation and Retrofit of Multi-Unit Wood-Frame Buildings with Weak First Stories" is 1.
Minimum quantity for "General Acute Care Hospital Earthquake Survivability Inventory for California, Part B" is 1.
Minimum quantity for "Improvement of Welded Connections Using Fracture Tough Overlays" is 1.
Minimum quantity for "Local and Lateral-Torsional Buckling of Wide-Flange Beams" is 1.
Minimum quantity for "FEMA 389, Primer for Design Professionals: Communicating with Owners and Managers of New Buildings on Earthquake Risk" is 1.
Minimum quantity for "Investigation of Damage to WSMF by Earthquakes Other Than Northridge" is 1.
Minimum quantity for "NEHRP Seismic Design Technical Brief No. 12: Seismic Design of Cold-Formed Steel Lateral Load-Resisting Systems, A Guide for Practicing Engineers" is 1.
Minimum quantity for "FEMA P-646, Guidelines for Design of Structures for Vertical Evacuation from Tsunamis (Second Edition)" is 1.
Minimum quantity for "Elastic Models for Predicting Building Performance" is 1.
Minimum quantity for "Proceedings of the Invitational Workshop on Steel Seismic Issues" is 1.
Minimum quantity for "Prediction of Seismic Demands for SMRFs with Ductile Connections and Elements" is 1.
Minimum quantity for "Rapid Visual Screening of Buildings for Potential Seismic Hazards Training Manual" is 1.
Minimum quantity for "FEMA 306, Evaluation of Earthquake-Damaged Concrete and Masonry Wall Buildings, Basic Procedures Manual" is 1.
Minimum quantity for "FEMA 276, Example Applications of the NEHRP Guidelines for the Seismic Rehabilitation of Buildings" is 1.