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Assessment of First Generation Performance-Based Seismic Design Methods for New Steel Buildings, Volume 2: Special Concentrically Braced Frames

Published

Author(s)

John L. Harris, Matthew S. Speicher
Citation
Technical Note (NIST TN) - 1863-2
Report Number
1863-2
Volume
2

Keywords

NEHRP, steel concentrically 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 2: Special Concentrically Braced Frames, Technical Note (NIST TN), National Institute of Standards and Technology, Gaithersburg, MD, [online], https://doi.org/10.6028/NIST.TN.1863-2 (Accessed March 29, 2024)
Created February 15, 2015, Updated November 10, 2018