Minimum quantity for "Effects of Strength/Toughness Mismatch on Structural and Fracture Behaviors in Weldments" is 1.
Minimum quantity for "Prediction of Seismic Demands for SMRFs with Ductile Connections and Elements" is 1.
Minimum quantity for "Study of the Material Properties of the Web-Flange Intersection of Rolled Shapes" is 1.
Minimum quantity for "Investigation of Damage to WSMF by Earthquakes Other Than Northridge" 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 "The Impact of Earthquakes on Welded Steel Moment Frame Buildings: Experience in Past Earthquakes" is 1.
Minimum quantity for "Earthquake Loss Estimation Methods for WSMF Buildings" is 1.
Minimum quantity for "Simplified Loss Estimation for Pre-Northridge WSMF Buildings" is 1.
Minimum quantity for "Integrative Analytical Investigations on the Fracture Behavior of Welded Moment Resisting Connections" is 1.
Minimum quantity for "Seismic Performance of 3 and 9 Story Partially Restrained Moment Frame Buildings" is 1.
Minimum quantity for "Effects of Partially Restrained Connection Stiffness and Strength on Frame Seismic Performance" is 1.
Minimum quantity for "Effects of Hysteretic Deterioration Characteristics on Seismic Response of Moment Resisting Steel Structures" is 1.
Minimum quantity for "Cyclic Instability of Steel Moment Connections with Reduced Beam Sections" is 1.
Minimum quantity for "Local and Lateral-Torsional Buckling of Wide-Flange Beams" is 1.
Minimum quantity for "Elastic Models for Predicting Building Performance" is 1.
Minimum quantity for "Reliability-Based Seismic Performance Evaluation of Steel Frame Buildings Using Nonlinear Static Analysis Methods" is 1.
Minimum quantity for "Failure Analysis of Welded Steel Moment-Resisting Frame Connections Parts I and II" is 1.
Minimum quantity for "Weld Acceptance Criteria for Seismically-Loaded Welded Connections" 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 "Tentative Provisions for the Development of Seismic Regulations for Buildings" is 1.
Minimum quantity for "The Home Builders Guide for Earthquake Design" 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 "Seismic Resistance of Reinforced Concrete Shear Walls and Frame Joints: Implications of Recent Research for Design Engineers" is 1.
Minimum quantity for "Evaluating the Seismic Resistance of Existing Buildings" is 1.
Minimum quantity for "Structural Response Modification Factors" is 1.
Minimum quantity for "FEMA 155, Rapid Visual Screening of Buildings for Potential Seismic Hazards: Supporting Documentation (2nd Edition)" is 1.
Minimum quantity for "Rapid Visual Screening of Buildings for Potential Seismic Hazards Training Manual" is 1.
Minimum quantity for "Steel Moment-Frame Connection Advisory No. 3" is 1.
Minimum quantity for "Interim Guidelines: Evaluation, Repair, Modification and Design of Welded Steel Moment-Frame Structures" is 1.
Minimum quantity for "Parametric Analytical Investigations of Ground Motion and Structural Response, Northridge Earthquake of January 17, 1994" is 1.
Minimum quantity for "Surveys and Assessment of Damage to Buildings Affected by the Northridge Earthquake of January 17, 1994" is 1.
Minimum quantity for "Experimental Investigations of Materials, Weldments and Nondestructive Examination Techniques" is 1.
Minimum quantity for "FEMA 267B, Interim Guidelines Advisory No. 2 Supplement to FEMA-267 Interim Guidelines" is 1.
Minimum quantity for "Seismic Design Criteria for Steel Moment-Frame Structures" is 1.
Minimum quantity for "SAC Training Presentations" is 1.
Minimum quantity for "SAC Steel Project, Background Documents" is 1.
Minimum quantity for "Proceedings of the Invitational Workshop on Steel Seismic Issues" is 1.
Minimum quantity for "FEMA P-440A, Effects of Strength and Stiffness Degradation on Seismic Response" is 1.
Minimum quantity for "FEMA P-420, Engineering Guideline for Incremental Seismic Rehabilitation" 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 "Simplified Seismic Assessment of Detached, Single-Family, Wood-Frame Dwellings" is 1.
Minimum quantity for "Safer at Home in Earthquakes: A Proposed Earthquake Safety Program" is 1.
Minimum quantity for "Program Plan for the Development of Collapse Assessment and Mitigation Strategies for Existing Reinforced Concrete Buildings" is 1.
Minimum quantity for "FEMA P-774, Unreinforced Masonry Buildings and Earthquakes, Developing Successful Risk Reduction Programs" is 1.
Minimum quantity for "NEHRP Seismic Design Technical Brief No. 5: Seismic Design of Composite Steel Deck and Concrete-filled Diaphragms, A Guide for Practicing Engineers" is 1.
Minimum quantity for "NEHRP Seismic Design Technical Brief No. 6: Seismic Design of Cast-in-Place Concrete Special Structural Walls and Coupling Beams, A Guide for Practicing Engineers" is 1.
Minimum quantity for "Selecting and Scaling Earthquake Ground Motions for Performing Response-History Analyses" is 1.
Minimum quantity for "FEMA P-50, Simplified Seismic Assessment of Detached, Single-Family, Wood-Frame Dwellings" is 1.
Minimum quantity for "FEMA P-50-1, Seismic Retrofit Guidelines for Detached, Single-Family, Wood-Frame Dwellings" 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 "NEHRP-TB7, Seismic Design of Reinforced Concrete Mat Foundations: A Guide for Practicing Engineers" is 1.
Minimum quantity for "Improvements to BIM Structural Software Interoperability" 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 "FEMA P-58-1, Seismic Performance Assessment of Buildings, Volume 1 - Methodology" is 1.
Minimum quantity for "FEMA P-58-2, Seismic Performance Assessment of Buildings, Volume 2 - Implementation Guide" is 1.
Minimum quantity for "Seismic Evaluation and Retrofit of Concrete Buildings" is 1.
Minimum quantity for "U.S.-Italy Collaborative Recommendations for Improved Seismic Safety of Hospitals in Italy" is 1.
Minimum quantity for "Recommended U.S.-Italy Collaborative Procedures for Earthquake Emergency Response Planning for Hospitals in Italy" is 1.
Minimum quantity for "Recommended U.S.-Italy Collaborative Guidelines for Bracing and Anchoring Nonstructural Components in Italian Hospitals" is 1.
Minimum quantity for "The Missing Piece: Improving Seismic Design and Construction Practices" is 1.
Minimum quantity for "FEMA 308, The Repair of Earthquake Damaged Concrete and Masonry Wall Buildings" is 1.
Minimum quantity for "FEMA 350, Recommended Seismic Design Criteria for New Steel Moment-Frame Buildings" 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 352, Recommended Postearthquake Evaluation and Repair Criteria for Welded Steel Moment-Frame Buildings" 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 "FEMA 355A, State of the Art Report on Base Metals and Fracture" is 1.
Minimum quantity for "FEMA 355B, State of the Art Report on Welding and Inspection" 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 "FEMA 355D, State of the Art Report on Connection Performance" is 1.
Minimum quantity for "FEMA 355E, State of the Art Report on Past Performance of Steel Moment-Frame Buildings in Earthquakes" is 1.
Minimum quantity for "FEMA 355F, State of the Art Report on Performance Prediction and Evaluation of Steel Moment-Frame Structures" is 1.
Minimum quantity for "Seismic Rehabilitation Guidelines for Detached, Single-Family, Wood-Frame Dwellings" is 1.
Minimum quantity for "Raccomandazioni congiunte Stati Uniti-Italia per il Controventamento e lÍAncoraggio dei Componenti Non Strutturali negli Ospedali Italiani" is 1.
Minimum quantity for "Raccomandazioni Congiunte Stati Uniti-Italia" is 1.
Minimum quantity for "FEMA P-695, Quantification of Building Seismic Performance Factors" is 1.
Minimum quantity for "FEMA P-795, Quantification of Building Seismic Performance Factors: Component Equivalency Methodology" is 1.
Minimum quantity for "Guidelines for the Design of Horizontal Wood Diaphragms" is 1.
Minimum quantity for "Proceedings of Second U.S.-Japan Workshop on Improvement of Building Seismic Design and Construction Practices" is 1.
Minimum quantity for "Proceedings of Third U.S.-Japan Workshop on Improvement of Building Structural Design and Construction Practices" is 1.
Minimum quantity for "Proceedings of Fourth U.S.-Japan Workshop on Improvement of Building Structural Design and Construction Practices" is 1.
Minimum quantity for "Proceedings of Fifth U.S.-Japan Workshop on Improvement of Building Structural Design and Construction Practices" is 1.
Minimum quantity for "Proceedings of a Seminar and Workshop on Base Isolation and Passive Energy Dissipation" is 1.
Minimum quantity for "Proceedings of Seminar on Seismic Isolation, Passive Energy Dissipation and Active Control" is 1.
Minimum quantity for "Postearthquake Safety Evaluation of Buildings Training USB" is 1.
Minimum quantity for "Procedures for Postearthquake Safety Evaluation of Buildings & Addendum" is 1.
Minimum quantity for "General Acute Care Hospital Earthquake Survivability Inventory for California, Part A" is 1.
Minimum quantity for "General Acute Care Hospital Earthquake Survivability Inventory for California, Part B" is 1.
Minimum quantity for "Guidelines for Seismic Testing of Components of Steel Structures" is 1.
Minimum quantity for "Field Manual: Postearthquake Safety Evaluation of Postal Buildings (Interim)" is 1.
Minimum quantity for "Field Manual: Post Flood and Wind Storm Safety Evaluation of Postal Buildings (Interim)" is 1.
Minimum quantity for "Proceedings of a Seminar and Workshop on Seismic Design and Performance of Equipment and Nonstructural Elements in Buildings and Industrial Structures" is 1.
Minimum quantity for "Proceedings of Seminar on Seismic Design, Retrofit, and Performance of Nonstructural Components" is 1.
Minimum quantity for "Proceedings: Seminar on Seismic Design, Performance, and Retrofit of Nonstructural Components in Critical Facilities" is 1.
Minimum quantity for "Proceedings of Seminar on Seismic Design, Performance, and Retrofit of Nonstructural Components in Critical Facilities" is 1.
Minimum quantity for "Proceedings of Workshop for Utilization of Research on Engineering and Socioeconomic Aspects of the 1985 Chile and Mexico Earthquakes" is 1.
Minimum quantity for "Evaluation of the Performance of Seismically Retrofitted Buildings" is 1.