Minimum quantity for "FEMA P-695, Quantification of Building Seismic Performance Factors" is 1.
Minimum quantity for "FEMA P-774, Unreinforced Masonry Buildings and Earthquakes, Developing Successful Risk Reduction Programs" is 1.
Minimum quantity for "FEMA P-795, Quantification of Building Seismic Performance Factors: Component Equivalency Methodology" 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 "Finite Element Fracture Mechanics Investigation of Welded Beam-Column Connections" 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 Design and Construction of Single-Story Masonry Dwellings in Seismic Zone 2" is 1.
Minimum quantity for "Guidelines for Seismic Testing of Components of Steel Structures" is 1.
Minimum quantity for "Guidelines for the Design of Horizontal Wood Diaphragms" is 1.
An electronic copy of Guidelines for the Seismic Retrofit of Existing Schools and Design of New Schools in the Republic of Armenia can be downloaded from the More Info tab.
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 "Improvement of Welded Connections Using Fracture Tough Overlays" is 1.
Minimum quantity for "Improvements to BIM Structural Software Interoperability" is 1.
Minimum quantity for "Inspection Technology Workshop" is 1.
Minimum quantity for "Integrative Analytical Investigations on the Fracture Behavior of Welded Moment Resisting Connections" is 1.
Minimum quantity for "Interim Guidelines: Evaluation, Repair, Modification and Design of Welded Steel Moment-Frame Structures" is 1.
Minimum quantity for "Investigation of Damage to WSMF by Earthquakes Other Than Northridge" is 1.
Minimum quantity for "Loading Histories for Seismic Performance Testing of SMRF Components and Assemblies" is 1.
Minimum quantity for "Local and Lateral-Torsional Buckling of Wide-Flange Beams" is 1.
Minimum quantity for "Minimizing Floor Vibration" is 1.
Minimum quantity for "Modeling and Acceptance Criteria for Seismic Design and Analysis of Tall Buildings" is 1.
Minimum quantity for "Natural Hazard Mitigation Saves: An Independent Study to Assess Future Savings from Mitigation Activities, Volume 1: Findings, Conclusions, and Recommendations" is 1.
Minimum quantity for "Natural Hazard Mitigation Saves: An Independent Study to Assess Future Savings from Mitigation Activities, Volume 2: Study Documentation" is 1.
Minimum quantity for "NEHRP Seismic Design Technical Brief No. 10: Seismic Design of Wood Light-Frame Structural Diaphragm Systems, A Guide for Practicing Engineers" is 1.
Minimum quantity for "NEHRP Seismic Design Technical Brief No. 11: Seismic Design of Steel Buckling-Restrained Brace Frames, A Guide for Practicing Engineers" 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 "NEHRP Seismic Design Technical Brief No. 1: Seismic Design of Reinforced Concrete Special Moment Frames, A Guide for Practicing Engineers, Second Edition" is 1.
Minimum quantity for "NEHRP Seismic Design Technical Brief No. 2: Seismic Design of Steel Special Moment Frames: A Guide for Practicing Engineers, Second Edition" 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 "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 "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 "NEHRP Seismic Design Technical Brief No. 9: Seismic Design of Special Reinforced Masonry Shear Walls" 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 "NEHRP-TB7, Seismic Design of Reinforced Concrete Mat Foundations: A Guide for Practicing Engineers" is 1.
Minimum quantity for "Next-Generation Performance-Based Seismic Design Guidelines" is 1.
This report outlines a comprehensive, long-range Nonlinear Analysis Research and Development Program.
Minimum quantity for "Nonlinear Analysis Research and Development Program for Performance-Based Seismic Engineering" 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 "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 "Parametric Tests on the Free Flange Connections" is 1.
Minimum quantity for "Parametric Tests on Unreinforced Connections Volume I - Final Report" is 1.
Minimum quantity for "Parametric Tests on Unreinforced Connections Volume II - Appendices" is 1.
Minimum quantity for "Performance Prediction and Evaluation of Low Ductility Steel Moment Frames for Seismic Loads" is 1.
Minimum quantity for "Performance Prediction and Evaluation of Steel Special Moment Frames for Seismic Loads" is 1.
Minimum quantity for "Prediction of Seismic Demands for SMRFs with Ductile Connections and Elements" 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 "Preliminary Evaluation of Heat Affected Zone Toughness in Structural Shapes used in the Construction of Seismic Moment Frames" is 1.
Minimum quantity for "Preliminary Evaluation of Methods for Defining Performance" 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 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 FEMA-Sponsored Workshop on Communicating Earthquake Risk" is 1.
This report provides the proceedings of a workshop conducted in 2013 with stakeholders on the topic of the FEMA P-58 Seismic Performance Assessment of Buildings methodology and its implementation.
Minimum quantity for "Proceedings of FEMA-Sponsored Workshop on Communicating Seismic Performance Metrics in Design Decision-Making" is 1.
Minimum quantity for "Proceedings of FEMA-Sponsored Workshop on Performance-Based Design" 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 Fourth U.S.-Japan Workshop on Improvement of Building Structural Design and Construction Practices" 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 Seminar on Seismic Design, Performance, and Retrofit of Nonstructural Components in Critical Facilities" is 1.
Minimum quantity for "Proceedings of Seminar on Seismic Design, Retrofit, and Performance of Nonstructural Components" is 1.
Minimum quantity for "Proceedings of Seminar on Seismic Isolation, Passive Energy Dissipation and Active Control" is 1.
Minimum quantity for "Proceedings of the Invitational Workshop on Steel Seismic Issues" 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 Workshop on Tall Building Seismic Design and Analysis Issues" is 1.
Minimum quantity for "Proceedings: Seminar on Seismic Design, Performance, and Retrofit of Nonstructural Components in Critical Facilities" 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 "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 "Protocol for Fabrication, Inspection, Testing and Documentation of Beam-Column Connection Tests and Other Experimental Specimens" is 1.
Minimum quantity for "Raccomandazioni Congiunte Stati Uniti-Italia" 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 "Rapid Observation of Vulnerability and Estimation of Risk (ROVER), Version 2, User Guide" is 1.
Minimum quantity for "Rapid Visual Screening of Buildings for Potential Seismic Hazards Training Manual" is 1.
Minimum quantity for "Recommendations for Improved Seismic Performance of Nonstructural Components" is 1.
This report presents documentation of reinforced concrete wall failure modes and observed damage following the 2010 Maule, Chile earthquake and recommendations from studies evaluating critical issues in the design of reinforced concrete walls.
Minimum quantity for "Recommendations for Seismic Design of Reinforced Concrete Wall Buildings Based on Studies of the 2010 Maule, Chile Earthquake" 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 "Recommended U.S.-Italy Collaborative Procedures for Earthquake Emergency Response Planning for Hospitals in Italy" 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 "Reliability-Based Seismic Performance Evaluation of Steel Frame Buildings Using Nonlinear Static Analysis Methods" is 1.
This report documents identification of critical deficiencies, refinement of the list of common deficiencies, and development of collapse mitigation strategies for older reinforced concrete buildings.
Minimum quantity for "Review of Past Performance and Further Development of Modeling Techniques for Collapse Assessment of Existing Reinforced Concrete Buildings" is 1.
Minimum quantity for "Round-Robin Testing of Ultrasonic Testing Technicians" is 1.
Minimum quantity for "SAC Phase 2 Test Plan" is 1.
Minimum quantity for "SAC Steel Project, Background Documents" is 1.
Minimum quantity for "SAC Training Presentations" is 1.
Minimum quantity for "Safer at Home in Earthquakes: A Proposed Earthquake Safety Program" is 1.
Minimum quantity for "Seismic Analysis, Design, and Installation of Nonstructural Components and Systems – Background and Recommendations for Future Work" is 1.
Minimum quantity for "Seismic Design Criteria for Steel Moment-Frame Structures" is 1.
Minimum quantity for "Seismic Evaluation and Retrofit of Concrete Buildings" is 1.
Minimum quantity for "Seismic Performance of 3 and 9 Story Partially Restrained Moment Frame Buildings" is 1.
Minimum quantity for "Seismic Rehabilitation Guidelines for Detached, Single-Family, Wood-Frame Dwellings" is 1.