NOTICE: Due to a lapse in annual appropriations, most of this website is not being updated. Learn more.
Form submissions will still be accepted but will not receive responses at this time. Sections of this site for programs using non-appropriated funds (such as NVLAP) or those that are excepted from the shutdown (such as CHIPS and NVD) will continue to be updated.
An official website of the United States government
Here’s how you know
Official websites use .gov
A .gov website belongs to an official government organization in the United States.
Secure .gov websites use HTTPS
A lock (
) or https:// means you’ve safely connected to the .gov website. Share sensitive information only on official, secure websites.
Andrew Whittaker, Gail Atkinson, Jack Baker, Jonathan Bray, Damian Grant, Ronald Hamburger, Curt Haselton, Paul Somerville
The primary objective of this task was to develop guidance for selecting, generating, and scaling earthquake ground motions for effective use in performing response history analyses for use in performance-based seismic engineering. The need for such
John(Jack) R. Hayes Jr., Steven L. McCabe, Edward Laatsch, Joy Pauschke, David Applegate, John Filson, Tina M. Faecke
This annual report of the National Earthquake Hazards Reduction Program (NEHRP) for fiscal year 2010 is submitted to Congress by the Interagency Coordinating Committee (ICC) of NEHRP, as required by the Earthquake Hazards Reduction Program Reauthorization
To protect structures from suffering significant damage during a major earthquake, fluid viscous dampers (FVDs) have been used in both newly constructed and seismically retrofitted structures to effectively reduce dynamic responses. The main benefit of
A fast nonlinear dynamic analysis algorithm based on modal superposition of structural response incorporating both material and geometric nonlinearities is proposed. Because linear modal superposition has found great acceptances in performance-based
Design interaction equations for steel members in a moment frame are formulated based on inelastic member capacities that account for geometric imperfections, residual stresses, second-order effects, and, in some cases, eccentric loading. The analytical
A fast nonlinear response spectra analysis algorithm based on the theory of modal analysis and superposition is proposed to overcome the drawbacks of using the time-consuming nonlinear response history analysis in seismic design. Because linear modal
Charles Kircher, Gregory Deierlein, John Hooper, Helmut Krawinkler, Steve Mahin, Benson Shing, John Wallace
This work was an extension of work conducted under the ATC-63 Project, funded by the Federal Emergency Management Agency (FEMA), which resulted in the publication of the FEMA P-695 report, Quantification of Building Seismic Performance Factors (FEMA 2009)
John(Jack) R. Hayes Jr., Edward Laatsch, Joy Pauschke, David Applegate, John Filson
This report about the National Earthquake Hazards Reduction Program (NEHRP) during fiscal year 2009 is submitted to Congress by the Interagency Coordinating Committee (ICC) of NEHRP, as required by the Earthquake Hazards Reduction Program Reauthorization
This study was conducted by the National Institute of Building Sciences Building Seismic Safety Council (BSSC). The goal was to develop standardized categories for older concrete buildings that incorporate more detail than those included in the standard
Michael Valley, Mark Aschheim, Craig Comartin, William Holmes, Helmut Krawinkler, Mark Sinclair
In 2008, NIST initiated Task Order 68241 entitled "Improved Nonlinear Static Seismic Analysis Procedures Multiple-Degree-of-Freedom Modeling." The purpose of this project was to conduct further studies on multiple-degree-of-freedom effects as outlined in
Michael Valley, Mark Aschheim, Craig Comartin, William Holmes, Helmut Krawinkler, Mark Sinclair
This report presents findings, conclusions, and recommendations resulting from a review of available research and practice regarding nonlinear multiple-degree-of-freedom (MDOF) effects, and focused analytical studies targeted to investigate selected issues
Seismic design and assessment methods for structures vary in approach. This pilot investigation thoroughly examines the correlation between ASCE/SEI 7‐10, Minimum Design Loads on Buildings and Other Structures, design methods and ASCE/SEI 41‐06, Seismic
Ken Elwood, Craig Comartin, William Holmes, Dominic Kelly, Laura Lowes, Jack Moehle
Work on this project was intended to be an extension of a National Science Foundation (NSF), George E. Brown, Jr. Network for Earthquake Engineering Simulation (NEES) Grand Challenge project, "Mitigation of Collapse Risks in Older Reinforced Concrete
Linear modal analysis and superposition technique has been used extensively in earthquake engineering and seismic applications for decades, and it is here extended to the nonlinear domain by representing the material nonlinearity using the force analogy
This study was conducted by the National Institute of Building Sciences Building Seismic Safety Council (BSSC). The goal was to develop standardized categories for older concrete buildings that incorporate more detail than those included in the standard
This study was conducted by the National Institute of Building Sciences Building Seismic Safety Council (BSSC). The goal was to develop standardized categories for older concrete buildings that incorporate more detail than those included in the standard
John(Jack) R. Hayes Jr., Edward Laatsch, Joy Pauschke, David Applegate, John Filson
This annual report of the National Earthquake Hazards Reduction Program (NEHRP) for fiscal year 2008 is submitted to Congress by the Interagency Coordinating Committee (ICC) of NEHRP, as required by the Earthquake Hazards Reduction Program Reauthorization
William Holmes, Andre Filiatrault, John Hooper, Nicolas Luco, Jack Moehle, Maryann Phipps
To encourage further development of PBSD, FEMA commissioned several action plans that included work plans and budgets, and these efforts culminated in 2002 when FEMA provided the Applied Technology Council (ATC) with funding to develop next generation