Discussion of “Seismic Performance Evaluation of Pre-Northridge Steel Frame Buildings with Brittle Connections” by Kihak Lee and Douglas A. Foutch
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Volume 130, Issue 4
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References
Bonowitz, D. (2000). “Northridge earthquake damage to welded steel moment frames.” New recommended seismic design criteria for steel moment-frame buildings: Speakers’ slides, SAC Regional Training Seminars, FEMA, Washington, D.C.
Krawinkler, H., and Gupta, A. (1998), “Story drift demands for steel moment frame structures in different seismic regions.” Proc., 6th U.S. National Conf. on Earthquake Engineering, Earthquake Engineering Research Institute (EERI), Oakland, Calif.
Liu, J., and Astaneh-Asl, A. (2000). Cyclic tests on simple connections including effects of the slab, SAC/BD-00/03, SAC Joint Venture, Richmond, Calif.
Luco, N., and Cornell, C.A.(2000). “Effects of connection fractures on SMRF seismic drift demands.” J. Struct. Eng., 126(1), 127–136.
Maison, B.F., and Bonowitz, D.(1999). “How safe are pre-Northridge WSMFs? A case study of the SAC 9-story building.” Earthquake Spectra, 15(4), 765–789.
Reis, E., and Bonowitz, D. (2000). “State of the art report on past performance of steel moment-frame buildings in earthquakes.” FEMA 355E, FEMA, Washington, D.C.
Yun, S.-Y., Hamburger, R.O., Cornell, C.A., and Foutch, D.(2002). “Seismic performance evaluation for steel moment frames.” J. Struct. Eng., 128(4), 534–545.
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Published In
Journal of Structural Engineering
Volume 130 • Issue 4 • April 2004
Pages: 690 - 691
History
Published online: Mar 15, 2004
Published in print: Apr 2004
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