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 "FEMA P-774, Unreinforced Masonry Buildings and Earthquakes, Developing Successful Risk Reduction Programs" is 1.
Minimum quantity for "Comparison of United States and New Zealand Seismic Design Practices for Highway Bridges" is 1.
Minimum quantity for "Evaluation of the Performance of Seismically Retrofitted Buildings" is 1.
Minimum quantity for "Seismic Resistance of Reinforced Concrete Shear Walls and Frame Joints: Implications of Recent Research for Design Engineers" is 1.
Minimum quantity for "Guidelines for Seismic Testing of Components of Steel Structures" 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 "Preliminary Evaluation of Methods for Defining Performance" is 1.
Minimum quantity for "Applicability of Nonlinear Multiple-Degree-of-Freedom Modeling for Design" is 1.
Minimum quantity for "Behavior and Design of Radius Cut Reduced Beam Section Connections" is 1.
Minimum quantity for "The Missing Piece: Improving Seismic Design and Construction Practices" is 1.
Minimum quantity for "Weld Acceptance Criteria for Seismically-Loaded Welded Connections" is 1.
Minimum quantity for "Through-Thickness Strength and Ductility of Column Flanges in Moment Connections" is 1.
Minimum quantity for "FEMA 288, Background Reports: Metallurgy, Fracture Mechanics, Welding, Moment Connections and Frame Systems Behavior" is 1.
Minimum quantity for "Assessment of the Benefits of Implementing the New Seismic Design Criteria and Inspection Procedures" 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 "Case Studies of Steel Moment Frame Building Performance in the Northridge Earthquake of January 17, 1994" is 1.
Minimum quantity for "The Home Builders Guide for Earthquake Design" is 1.
Minimum quantity for "Surveys and Assessment of Damage to Buildings Affected by the Northridge Earthquake of January 17, 1994" 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 "FEMA 354, A Policy Guide to Steel Moment-Frame Construction" is 1.
Minimum quantity for "Assessment of the NIST 12-Million-Pound (53 MN) Large-Scale Testing Facility" 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.
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 "A Critical Review of Current Approaches to Earthquake Resistant Design" 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 "Through-Thickness Properties of Structural Steels" is 1.
Minimum quantity for "Proceedings of Workshop for Utilization of Research on Engineering and Socioeconomic Aspects of the 1985 Chile and Mexico Earthquakes" 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 "Characterization of Ground Motions During the Northridge Earthquake of January 17, 1994" is 1.
Minimum quantity for "Steel Moment-Frame Connection Advisory No. 3" is 1.
Minimum quantity for "A Methodology for Seismic Design and Construction of Single-Family Dwellings" is 1.
Minimum quantity for "Proceedings of Fourth U.S.-Japan Workshop on Improvement of Building Structural Design and Construction Practices" is 1.
Minimum quantity for "An Evaluation of a Response Spectrum Approach to Seismic Design of Buildings" is 1.
Minimum quantity for "FEMA 289, Connection Test Summaries" is 1.
Minimum quantity for "Parametric Tests on the Free Flange Connections" 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.
Minimum quantity for "Proceedings of Fifth U.S.-Japan Workshop on Improvement of Building Structural Design and Construction Practices" is 1.
Minimum quantity for "Proceedings of Third U.S.-Japan Workshop on Improvement of Building Structural Design and Construction Practices" is 1.
Minimum quantity for "Raccomandazioni Congiunte Stati Uniti-Italia" is 1.
Minimum quantity for "FEMA P-50, Simplified Seismic Assessment of Detached, Single-Family, Wood-Frame Dwellings" is 1.
Minimum quantity for "Proceedings of Workshop on Tall Building Seismic Design and Analysis Issues" is 1.
Minimum quantity for "FEMA P-58-2, Seismic Performance Assessment of Buildings, Volume 2 - Implementation Guide" is 1.
Minimum quantity for "Parametric Tests on Unreinforced Connections Volume II - Appendices" is 1.
Minimum quantity for "Proceedings of Second U.S.-Japan Workshop on Improvement of Building Seismic Design and Construction Practices" is 1.
Minimum quantity for "Parametric Tests on Unreinforced Connections Volume I - Final Report" 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.