Minimum quantity for "FEMA P-795, Quantification of Building Seismic Performance Factors: Component Equivalency Methodology" 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 (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-58-1, Seismic Performance Assessment of Buildings, Volume 1 – Methodology, Second Edition" 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-2018, Seismic Evaluation of Older Concrete Buildings for Collapse Potential" 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 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.
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 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 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 267B, Interim Guidelines Advisory No. 2 Supplement to FEMA-267 Interim Guidelines" 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 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 "Elastic Models for Predicting Building Performance" is 1.
Minimum quantity for "Effects of Strength/Toughness Mismatch on Structural and Fracture Behaviors in Weldments" is 1.
Minimum quantity for "Effects of Strain Hardening and Strain Aging on the K-Region of Structural Shapes" is 1.
Minimum quantity for "Effects of Partially Restrained Connection Stiffness and Strength on Frame Seismic Performance" is 1.
Minimum quantity for "Effects of Hysteretic Deterioration Characteristics on Seismic Response of Moment Resisting Steel Structures" 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 "Earthquake Loss Estimation Methods for WSMF Buildings" is 1.
Minimum quantity for "Dynamic Tension Tests of Simulated Welded Beam Flange 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 "Development and Evaluation of Improved Details for Ductile Welded Unreinforced Flange Connection" is 1.
Minimum quantity for "Cyclic Tests on Simple Connections, Including Effects of the Slab" is 1.
Minimum quantity for "Cyclic Testing of Narrow Plywood Shear Walls" is 1.
Minimum quantity for "Cyclic Testing of Bolted Moment End-Plate Connections" is 1.
Minimum quantity for "Cyclic Testing of a Free Flange Moment Connection" is 1.
Minimum quantity for "Cyclic Response of RBS Moment Connections: Weak-Axis Configuration and Deep Column Effects" is 1.
Minimum quantity for "Cyclic Response of RBS Moment Connections: Loading Sequence and Lateral Bracing Effects" is 1.
Minimum quantity for "Cyclic Instability of Steel Moment Connections with Reduced Beam Sections" is 1.
Minimum quantity for "Cover-Plate and Flange-Plate Reinforced Steel Moment-Resisting Connections" 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 "Comparison of Seismic Design Practices in the United States and Japan" is 1.
Minimum quantity for "Clarifying the Extent of Northridge-Induced Weld Fracturing; Examining the Related Issue of UT Reliability" is 1.
Minimum quantity for "Characterization of the Material Properties of Rolled Sections" is 1.
Minimum quantity for "Characterization of Ground Motions During the 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 "Built to Resist Earthquakes, The Path to Quality Seismic Design and Construction" is 1.
Minimum quantity for "Bolted Flange Plate Connections" is 1.
Minimum quantity for "Benchmarking of Analysis Programs for SMRF System Performance Studies" is 1.
Minimum quantity for "Behavior and Design of Radius Cut Reduced Beam Section Connections" is 1.
Minimum quantity for "Assessment of the Reliability of Available NDE Methods for Welded Joints and the Development of UT Procedures" is 1.
Minimum quantity for "Assessment of the NIST 12-Million-Pound (53 MN) Large-Scale Testing Facility" is 1.
Minimum quantity for "Assessment of the Benefits of Implementing the New Seismic Design Criteria and Inspection Procedures" is 1.
Minimum quantity for "Applicability of Nonlinear Multiple-Degree-of-Freedom Modeling for Design" is 1.
Minimum quantity for "Appendix to: 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 "Analytical and Field Investigations of Buildings Affected by the Northridge Earthquake of January 17, 1994" is 1.
Minimum quantity for "An Evaluation of a Response Spectrum Approach to Seismic Design of Buildings" is 1.
Minimum quantity for "A Methodology for Seismic Design and Construction of Single-Family Dwellings" is 1.