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 "FEMA P-58-CD, Seismic Performance Assessment of Buildings, Methodology and Implementation, Third Edition" 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 "FEMA P-58-6, Guidelines for Performance-Based Seismic Design of Buildings" is 1.
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-58-4, Seismic Performance Assessment of Buildings, Volume 4 – Methodology for Assessing Environmental Impacts" is 1.
Minimum quantity for "FEMA P-58-2, Seismic Performance Assessment of Buildings, Volume 2 – Implementation Guide, Second Edition" 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-2018, Seismic Evaluation of Older Concrete Buildings for Collapse Potential" is 1.
Minimum quantity for "FEMA P-1091, Recommended Simplified Provisions for Seismic Design Category B Buildings" 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-646, Guidelines for Design of Structures for Vertical Evacuation from Tsunamis, Third Edition" is 1.
Minimum quantity for "Recommendations for Improved Seismic Performance of Nonstructural Components" 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.
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.
This publication was developed to provide school administrators with the information necessary to assess the seismic vulnerability of their buildings, and to implement a program of incremental seismic rehabilitation for those buildings.
Minimum quantity for "FEMA 395, Incremental Seismic Rehabilitation of School Buildings (K-12): Providing Protection to People and Buildings" 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 "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 "Critical Assessment of Lifeline System Performance: Understanding Societal Needs in Disaster Recovery" is 5.
Minimum quantity for "Cost Analyses and Benefit Studies for Earthquake-Resistant Construction in Memphis, Tennessee" is 1.
Minimum quantity for "Building Safety Evaluation after the February 22, 2011 Christchurch, New Zealand Earthquake: Observations by the ATC Reconnaissance Team" 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.
The ATC-20-1 Bhutan Field Manual: Postearthquake Safety Evaluation of Buildings, represents adaptations to the U.S. version of the ATC-20-1 Field Manual to account for Bhutan’s vernacular buildings, as well as Bhutan’s cultural and governmental context. During the development, a number of improvements were made to the presentation of material in the ATC-20-1 Field Manual, including a graphical format with numerous images to help engineers evaluate damaged buildings more accurately. Also, the procedures incorporate recent lessons learned during postearthquake safety evaluations following the Chile (2010) and New Zealand (2010-2011) earthquakes. (Published 2014, 246 pages)
Printed on international size A5 paper and providing full color illustration of numerous damage types, this report is printed in limited quantities. Large orders may be printed on demand within 5 business days of the order.
Minimum quantity for "ATC-20-1 Bhutan Field Manual: Postearthquake Safety Evaluation of Buildings" is 1.
Minimum quantity for "A Framework to Update the Plan to Coordinate NEHRP Post-Earthquake Investigations" 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.
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.
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 "Proceedings of FEMA-Sponsored Workshop on Communicating Earthquake Risk" 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.
This report provides a methodology to evaluate the seismic safety of a large inventory of buildings quickly and inexpensively, with minimum access to the buildings, and determine those buildings that require a more detailed examination.
Minimum quantity for "FEMA P-154, Rapid Visual Screening of Buildings for Potential Seismic Hazards: A Handbook (Third Edition)" is 1.
This report documents the technical basis for the rapid visual screening procedure described in FEMA P-154.
Minimum quantity for "FEMA P-155, Rapid Visual Screening of Buildings for Potential Seismic Hazards: Supporting Documentation (Third Edition)" is 1.
This report describes the performance of structural and nonstructural systems in the 2014 South Napa earthquake.
Minimum quantity for "FEMA P-1024, Performance of Buildings and Nonstructural Components in the 2014 South Napa Earthquake" is 1.
Minimum quantity for "FEMA E-74, Reducing the Risks of Nonstructural Earthquake Damage – A Practical Guide" is 1.
Minimum quantity for "Rapid Observation of Vulnerability and Estimation of Risk (ROVER), Version 2, User 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.
Minimum quantity for "Earthquake-Resilient Lifelines: NEHRP Research, Development and Implementation Roadmap" is 1.
Minimum quantity for "FEMA P-795, Quantification of Building Seismic Performance Factors: Component Equivalency Methodology" is 1.
Minimum quantity for "FEMA P-774, Unreinforced Masonry Buildings and Earthquakes, Developing Successful Risk Reduction Programs" is 1.
Minimum quantity for "Seismic Design Criteria for Bridges and Other Highway Structures: Current and Future" is 1.
Minimum quantity for "Impact Assessment of Selected MCEER Highway Project Research on the Seismic Design of Highway Structures" 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. 10: Seismic Design of Wood Light-Frame Structural Diaphragm Systems, A Guide for Practicing Engineers" 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 "Parametric Tests on the Free Flange Connections" is 1.
Minimum quantity for "Cyclic Tests on Simple Connections, Including Effects of the Slab" is 1.
Minimum quantity for "Tests on Bolted Connections Part I: Technical Report" is 1.
Minimum quantity for "Tests on Bolted Connections Part II: Appendices" is 1.
Minimum quantity for "Round-Robin Testing of Ultrasonic Testing Technicians" is 1.
Minimum quantity for "Dynamic Tension Tests of Simulated Welded Beam Flange Connections" is 1.
Minimum quantity for "Loading Histories for Seismic Performance Testing of SMRF Components and Assemblies" 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 "Preliminary Evaluation of Heat Affected Zone Toughness in Structural Shapes used in the Construction of Seismic Moment Frames" 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 "Simplified Design Models for Predicting the Seismic Performance of Steel Moment Frame Connection" is 1.
Minimum quantity for "SAC Phase 2 Test Plan" is 1.
Minimum quantity for "Test of a Free Flange Connection with a Composite Floor Slab" is 1.
Minimum quantity for "Cyclic Testing of a Free Flange Moment Connection" is 1.
Minimum quantity for "Improvement of Welded Connections Using Fracture Tough Overlays" is 1.
Minimum quantity for "Cyclic Testing of Bolted Moment End-Plate Connections" is 1.
Minimum quantity for "Cyclic Response of RBS Moment Connections: Loading Sequence and Lateral Bracing Effects" is 1.
Minimum quantity for "Cyclic Response of RBS Moment Connections: Weak-Axis Configuration and Deep Column Effects" is 1.
Minimum quantity for "Development and Evaluation of Improved Details for Ductile Welded Unreinforced Flange Connection" 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 "Cover-Plate and Flange-Plate Reinforced Steel Moment-Resisting Connections" is 1.
Minimum quantity for "Failure of a Column K-Area Fracture" is 1.
Minimum quantity for "Inspection Technology Workshop" 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 "Selected Results from the SAC Phase 1 Beam-Column Connection Pre-Test Analyses" is 1.
Minimum quantity for "Selected Documents from the U.S.-Japan Workshop on Steel Fracture Issues" is 1.
Minimum quantity for "Survey of Computer Programs for the Analysis of Steel Moment Frame Structures" is 1.
Minimum quantity for "Through-Thickness Properties of Structural Steels" 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 "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 "Development of Ground Motion Time Histories for Phase 2 of the FEMA/SAC Steel Project" is 1.
Minimum quantity for "Finite Element Fracture Mechanics Investigation of Welded Beam-Column Connections" is 1.