FORUM
Apr 1, 2002

Advances in Seismic Design and Evaluation of Steel Moment Frames: Recent Findings from FEMA/SAC Phase II Project

Publication: Journal of Structural Engineering
Volume 128, Issue 4
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References

Federal Emergency Management Agency (FEMA). (1995). Interim guidelines: Evaluation, repair, modification and design of welded steel moment frame structures. FEMA 267, Rep. No. SAC-95-02, SAC Joint Venture, Sacramento, Calif.
Federal Emergency Management Agency (FEMA). (1996). Interim guidelines advisory no. 1. Supplement to FEMA-267. Rep. No. SAC-96-03, SAC Joint Venture, Sacramento, Calif.
Federal Emergency Management Agency (FEMA). (2000a). FEMA-350, Recommended seismic design criteria for new steel moment frame buildings. Federal Emergency Management Agency, Washington, D.C.
Federal Emergency Management Agency (FEMA). (2000b), FEMA-351, Recommended seismic evaluation and upgrade criteria for existing welded steel moment frame buildings. Federal Emergency Management Agency, Washington, D.C.
Federal Emergency Management Agency (FEMA). (2000c), FEMA-352, Recommended post-earthquake evaluation and repair criteria for welded, steel moment frame buildings. Federal Emergency Management Agency, Washington, D.C.
Federal Emergency Management Agency (FEMA). (2000d), FEMA-353, Recommended specifications and quality assurance guidelines for steel moment frame construction for seismic applications, Federal Emergency Management Agency, Washington, D.C.
Federal Emergency Management Agency (FEMA). (2000e), FEMA-355A, State of the art report on base metals and fracture, Federal Emergency Management Agency, Washington, D.C.
Federal Emergency Management Agency (FEMA). (2000f), FEMA-355B, State of the art report on welding and inspection, Federal Emergency Management Agency, Washington, D.C.
Federal Emergency Management Agency (FEMA). (2000g), FEMA-355C, State of the art report on systems performance, Federal Emergency Management Agency, Washington, D.C.
Federal Emergency Management Agency (FEMA). (2000h), FEMA-355D, State of the art report on connection performance, Federal Emergency Management Agency, Washington, D.C.
Federal Emergency Management Agency (FEMA). (2000i), FEMA-355E, State of the art report on past performance of steel moment-frame buildings in earthquakes, Federal Emergency Management Agency, Washington, D.C.
Federal Emergency Management Agency (FEMA). (2000j), FEMA-355F, State of the art report on performance prediction and evaluation, Federal Emergency Management Agency, Washington, D.C.

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Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 128Issue 4April 2002
Pages: 415 - 419

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Published online: Apr 1, 2002
Published in print: Apr 2002

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Sashi K. Kunnath
Senior Managing Editor
James O. Malley
Guest Editor, Senior Principal, Degenkolb Engineers, San Francisco

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