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.
Minimum quantity for "Guidelines for Using Strong-Motion Data and Shakemaps in Postearthquake Response" 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 "General Acute Care Hospital Earthquake Survivability Inventory for California, Part B" is 1.
Minimum quantity for "General Acute Care Hospital Earthquake Survivability Inventory for California, Part A" is 1.
Minimum quantity for "Finite Element Fracture Mechanics Investigation of Welded Beam-Column Connections" is 1.
Minimum quantity for "Field Manual: Postearthquake Safety Evaluation of Postal Buildings (Interim)" is 1.
Minimum quantity for "Field Manual: Postearthquake Safety Evaluation of Buildings (2nd Edition)" is 1.
Minimum quantity for "Field Manual: Post Flood and Wind Storm Safety Evaluation of Postal Buildings (Interim)" 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 "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 "FEMA P-695, Quantification of Building Seismic Performance Factors" is 1.
Minimum quantity for "FEMA P-646A, Vertical Evacuation from Tsunamis: A Guide for Community Officials" 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 "FEMA P-646, Guidelines for Design of Structures for Vertical Evacuation from Tsunamis (Second Edition)" is 1.
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-58-2, Seismic Performance Assessment of Buildings, Volume 2 - Implementation Guide" 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-58-1, Seismic Performance Assessment of Buildings, Volume 1 - Methodology" 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-50, Simplified Seismic Assessment of Detached, Single-Family, Wood-Frame Dwellings" 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 "FEMA P-2018, Seismic Evaluation of Older Concrete Buildings for Collapse Potential" 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 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.
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-1091, Recommended Simplified Provisions for Seismic Design Category B Buildings" 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 "FEMA 461, Interim Testing Protocols for Determining the Seismic Performance Characteristics of Structural and Nonstructural Components" is 1.
Minimum quantity for "FEMA 440, Improvement of Nonlinear Static Seismic Analysis Procedures" is 1.
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 "FEMA 389, Primer for Design Professionals: Communicating with Owners and Managers of New Buildings on Earthquake Risk" is 1.
Minimum quantity for "FEMA 356, Prestandard and Commentary for the Seismic Rehabilitation of Buildings" 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 "FEMA 355E, State of the Art Report on Past Performance of Steel Moment-Frame Buildings in Earthquakes" is 1.
Minimum quantity for "FEMA 355D, State of the Art Report on Connection Performance" 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 355B, State of the Art Report on Welding and Inspection" is 1.
Minimum quantity for "FEMA 355A, State of the Art Report on Base Metals and Fracture" is 1.
Minimum quantity for "FEMA 354, A Policy Guide to Steel Moment-Frame Construction" 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 352, Recommended Postearthquake Evaluation and Repair Criteria for Welded 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 350, Recommended Seismic Design Criteria for New Steel Moment-Frame Buildings" is 1.
Minimum quantity for "FEMA 308, The Repair of Earthquake Damaged Concrete and Masonry Wall Buildings" is 1.
Minimum quantity for "FEMA 307, Evaluation of Earthquake-Damaged Concrete and Masonry Wall Buildings, Technical Resources" is 1.
Minimum quantity for "FEMA 306, Evaluation of Earthquake-Damaged Concrete and Masonry Wall Buildings, Basic Procedures Manual" is 1.
Minimum quantity for "FEMA 289, Connection Test Summaries" is 1.
Minimum quantity for "FEMA 288, Background Reports: Metallurgy, Fracture Mechanics, Welding, Moment Connections and Frame Systems Behavior" is 1.
Minimum quantity for "FEMA 276, Example Applications of the NEHRP Guidelines for the Seismic Rehabilitation of Buildings" is 1.
Minimum quantity for "FEMA 274, NEHRP Commentary on the Guidelines for the Seismic Rehabilitation of Buildings" is 1.
Minimum quantity for "FEMA 267B, Interim Guidelines Advisory No. 2 Supplement to FEMA-267 Interim Guidelines" is 1.
Minimum quantity for "FEMA 237, Development of Guidelines for Seismic Rehabilitation of Buildings, Phase I" 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 "Failure of a Column K-Area Fracture" is 1.
Minimum quantity for "Failure Analysis of Welded Steel Moment-Resisting Frame Connections Parts I and II" is 1.
Minimum quantity for "Experimental Investigations of Materials, Weldments and Nondestructive Examination Techniques" is 1.
Minimum quantity for "Experimental Investigations of Beam-Column Subassemblages, Part 1 and 2" is 1.
Minimum quantity for "Evaluation of the Performance of Seismically Retrofitted Buildings" is 1.
Minimum quantity for "Evaluation of the FEMA P-695 Methodology for Quantification of Building Seismic Performance Factors" 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 "Evaluation of Mechanical Properties in Full-Scale Connections and Recommended Minimum Weld Toughness for Moment Resisting Frames" is 1.
Minimum quantity for "Evaluation and Repair of Earthquake Damaged Concrete and Masonry Wall Buildings" is 1.
Minimum quantity for "Evaluating the Seismic Resistance of Existing Buildings" is 1.