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Assessment of First Generation Performance-Based Seismic Design Methods for New Steel Buildings, Volume 3: Eccentrically Braced Frames

Published

Author(s)

John L. Harris, Matthew S. Speicher
Citation
Technical Note (NIST TN) - 1863-3
Report Number
1863-3
Volume
3

Keywords

NEHRP, steel eccentrically braced frame, earthquake, seismic assessment, performance-based design

Citation

Harris, J. and Speicher, M. (2015), Assessment of First Generation Performance-Based Seismic Design Methods for New Steel Buildings, Volume 3: Eccentrically Braced Frames, Technical Note (NIST TN), National Institute of Standards and Technology, Gaithersburg, MD, [online], https://doi.org/10.6028/NIST.TN.1863-3 (Accessed May 22, 2024)

Issues

If you have any questions about this publication or are having problems accessing it, please contact reflib@nist.gov.

Created February 15, 2015, Updated November 10, 2018