Minimum quantity for "Proceedings of FEMA-Sponsored Workshop on Performance-Based Design" 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 Communicating Earthquake Risk" is 1.
Minimum quantity for "Proceedings of a Seminar and Workshop on Base Isolation and Passive Energy Dissipation" is 1.
Minimum quantity for "Preliminary Evaluation of Methods for Defining Performance" 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 Assessment of the Impact of the Northridge Earthquake on Construction Costs of Steel Moment Frame Buildings" is 1.
Minimum quantity for "Prediction of Seismic Demands for SMRFs with Ductile Connections and Elements" is 1.
Minimum quantity for "Performance Prediction and Evaluation of Steel Special Moment Frames for Seismic Loads" is 1.
Minimum quantity for "Performance Prediction and Evaluation of Low Ductility Steel Moment Frames for Seismic Loads" is 1.
Minimum quantity for "Parametric Tests on Unreinforced Connections Volume II - Appendices" is 1.
Minimum quantity for "Parametric Tests on Unreinforced Connections Volume I - Final Report" is 1.
Minimum quantity for "Parametric Tests on the Free Flange 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 "Parametric Analytical Investigations of Ground Motion and Structural Response, Northridge Earthquake of January 17, 1994" 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 "Next-Generation Performance-Based Seismic Design Guidelines" is 1.
Minimum quantity for "NEHRP-TB7, Seismic Design of Reinforced Concrete Mat Foundations: A Guide for Practicing Engineers" 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 Seismic Design Technical Brief No. 9: Seismic Design of Special Reinforced Masonry Shear Walls" 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. 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. 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. 4: Nonlinear Structural Analysis for Seismic Design, A Guide for Practicing Engineers" 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. 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. 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. 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. 10: Seismic Design of Wood Light-Frame Structural Diaphragm Systems, A Guide for Practicing Engineers" 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 "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 "Modeling and Acceptance Criteria for Seismic Design and Analysis of Tall Buildings" is 1.
Minimum quantity for "Minimizing Floor Vibration" is 1.
Minimum quantity for "Local and Lateral-Torsional Buckling of Wide-Flange Beams" is 1.
Minimum quantity for "Loading Histories for Seismic Performance Testing of SMRF Components and Assemblies" is 1.
Minimum quantity for "Investigation of Damage to WSMF by Earthquakes Other Than Northridge" is 1.
Minimum quantity for "Interim Guidelines: Evaluation, Repair, Modification and Design of Welded Steel Moment-Frame Structures" is 1.
Minimum quantity for "Integrative Analytical Investigations on the Fracture Behavior of Welded Moment Resisting Connections" is 1.
Minimum quantity for "Inspection Technology Workshop" is 1.
Minimum quantity for "Improvements to BIM Structural Software Interoperability" is 1.
Minimum quantity for "Improvement of Welded Connections Using Fracture Tough Overlays" is 1.
Minimum quantity for "Implementation Issues for Improved Seismic Design Criteria: Report on the Social, Economic, Policy and Political Issues Workshop" 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 "Guidelines for the Design of Horizontal Wood Diaphragms" is 1.
Minimum quantity for "Guidelines for Seismic Testing of Components of Steel Structures" 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 "Finite Element Fracture Mechanics Investigation of Welded Beam-Column Connections" is 1.