Minimum quantity for "Evaluation of the FEMA P-695 Methodology for Quantification of Building Seismic Performance Factors" 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 "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 "Proceedings of Workshop on Tall Building Seismic Design and Analysis Issues" 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-795, Quantification of Building Seismic Performance Factors: Component Equivalency Methodology" is 1.
The report documents a study to evaluate whether using reinforcement with yield strength greater than 60 ksi in structural members that resist earthquake forces is appropriate in the United States
Minimum quantity for "Use of High-Strength Reinforcement in Earthquake-Resistant Concrete Structures" is 1.
Minimum quantity for "FEMA E-74, Reducing the Risks of Nonstructural Earthquake Damage – A Practical Guide" 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.
An electronic copy of Հայաստանի Հանրապետությունում գոյություն ունեցող դպրոցական շենքերի սեյսմակայուն վերակառուցման և նոր դպրոցական շենքերի նախագծման ուղեցույց is available in the More Info tab.
Minimum quantity for "FEMA P-1091, Recommended Simplified Provisions for Seismic Design Category B Buildings" is 1.
Minimum quantity for "FEMA P-58-CD, Seismic Performance Assessment of Buildings, Methodology and Implementation, Third Edition" is 1.
FEMA P-749, Earthquake-Resistant Design Concepts: An Introduction to Seismic Provisions for New Buildings, provides an overview of earthquake-resistant design concepts and their context within the seismic requirements of U.S. building codes.
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, Performance, and Retrofit of Nonstructural Components in Critical Facilities" 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 "Case Studies of Steel Moment Frame Building Performance in the Northridge Earthquake of January 17, 1994" is 1.
Minimum quantity for "FEMA 267B, Interim Guidelines Advisory No. 2 Supplement to FEMA-267 Interim Guidelines" is 1.
Minimum quantity for "Parametric Tests on Unreinforced Connections Volume I - Final Report" is 1.
Minimum quantity for "Bolted Flange Plate Connections" 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 "Through-Thickness Properties of Structural Steels" is 1.
Minimum quantity for "Finite Element Fracture Mechanics Investigation of Welded Beam-Column Connections" is 1.
Minimum quantity for "Prediction of Seismic Demands for SMRFs with Ductile Connections and Elements" is 1.
Minimum quantity for "Investigation of Damage to WSMF by Earthquakes Other Than Northridge" is 1.
Minimum quantity for "Effects of Partially Restrained Connection Stiffness and Strength on Frame Seismic Performance" is 1.
Minimum quantity for "Weld Acceptance Criteria for Seismically-Loaded Welded Connections" is 1.
Minimum quantity for "Collaborative Recommended Requirements for Automatic Natural Gas Shutoff Valves in Italy" is 1.
Minimum quantity for "Applicability of Nonlinear Multiple-Degree-of-Freedom Modeling for Design" 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 "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. 10: Seismic Design of Wood Light-Frame Structural Diaphragm Systems, A Guide for Practicing Engineers" is 1.
Minimum quantity for "Preliminary Evaluation of Methods for Defining Performance" is 1.
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.
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 "FEMA P-58-5, Seismic Performance Assessment of Buildings, Volume 5 – Expected Seismic Performance of Code-Conforming Buildings" is 1.
Minimum quantity for "FEMA P-58-7, Building the Performance You Need, A Guide to State-of-the Art Tools for Seismic Design and Assessment" 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 "Structural Response Modification Factors" is 1.
Minimum quantity for "Proceedings of Seminar on Seismic Design, Retrofit, and Performance of Nonstructural Components" is 1.
Minimum quantity for "A Critical Review of Current Approaches to Earthquake Resistant Design" is 1.
Minimum quantity for "Steel Moment-Frame Connection Advisory No. 3" is 1.
Minimum quantity for "FEMA 289, Connection Test Summaries" is 1.
Minimum quantity for "Behavior and Design of Radius Cut Reduced Beam Section Connections" is 1.
Minimum quantity for "Development of Ground Motion Time Histories for Phase 2 of the FEMA/SAC Steel Project" 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 "Proceedings of FEMA-Sponsored Workshop on Communicating Earthquake Risk" is 1.
Minimum quantity for "Recommendations for Improved Seismic Performance of Nonstructural Components" is 1.
Minimum quantity for "FEMA P-58-1, Seismic Performance Assessment of Buildings, Volume 1 – Methodology, Second Edition" is 1.
Minimum quantity for "FEMA P-58-6, Guidelines for Performance-Based Seismic Design of Buildings" is 1.
Minimum quantity for "Experimental Investigations of Beam-Column Subassemblages, Part 1 and 2" is 1.
Minimum quantity for "Loading Histories for Seismic Performance Testing of SMRF Components and Assemblies" is 1.
Minimum quantity for "Cyclic Testing of Bolted Moment End-Plate Connections" is 1.
Minimum quantity for "SAC Steel Project, Background Documents" is 1.
Minimum quantity for "FEMA P-50-1, Seismic Retrofit Guidelines for Detached, Single-Family, Wood-Frame Dwellings" 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.
This report presents a comparison of seismic design criteria and practices embodied in U.S. and Chilean building codes in the period immediately preceding the 2010 Maule earthquake.
Minimum quantity for "Comparison of U.S. and Chilean Building Code Requirements and Seismic Design Practice 1985–2010" 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 "FEMA P-2018, Seismic Evaluation of Older Concrete Buildings for Collapse Potential" is 1.
Minimum quantity for "Guidelines for Seismic Testing of Components of Steel Structures" is 1.
Minimum quantity for "FEMA P-695, Quantification of Building Seismic Performance Factors" is 1.
Minimum quantity for "Modeling and Acceptance Criteria for Seismic Design and Analysis of Tall 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 "Recommended U.S.-Italy Collaborative Guidelines for Bracing and Anchoring Nonstructural Components in Italian Hospitals" 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 "FEMA P-1100, Vulnerability-Based Seismic Assessment and Retrofit of One- and Two-Family Dwellings" is 1.
Minimum quantity for "FEMA P-50, Simplified Seismic Assessment of Detached, Single-Family, Wood-Frame Dwellings" 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.
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 "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 "Protocol for Fabrication, Inspection, Testing and Documentation of Beam-Column Connection Tests and Other Experimental Specimens" 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. 12: Seismic Design of Cold-Formed Steel Lateral Load-Resisting Systems, A Guide for Practicing Engineers" is 1.
Minimum quantity for "Guidelines for the Design of Horizontal Wood Diaphragms" is 1.
Minimum quantity for "Minimizing Floor Vibration" is 1.