Seismic Design Enhancements and the Reduced Beam Section Detail for Steel Moment Frames-Reference-Cited by-同舟云学术

Seismic Design Enhancements and the Reduced Beam Section Detail for Steel Moment Frames

Published:2004-05 Issue:2 Volume:9 Page:87-92
ISSN:1084-0680
Container-title:Practice Periodical on Structural Design and Construction
language:en
Short-container-title:Pract. Period. Struct. Des. Constr.

Author:

Iwankiw Nestor¹

Affiliation:

1. Senior Engineer and Director, Hughes Associates, Inc., 8700 W. Bryn Mawr Ave., Ste. 800 South, Chicago, IL 60631.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Arts and Humanities (miscellaneous),Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%291084-0680%282004%299%3A2%2887%29

Reference11 articles.

1. American National Standards Institute (ANSI) AISC SSPEC. (2002). Seismic provisions for structural steel buildings Chicago.

2. Engelhardt M. D. (1999). “Design of reduced beam section moment connections.” Proc. 1999 North American Steel Construction Conf. AISC Chicago.

3. FEMA. (2000a). “Recommended seismic design criteria for new steel moment-frame buildings.” FEMA 350 Washington D.C.

4. FEMA. (2000b). “Recommended seismic evaluation and upgrade criteria for existing welded steel moment-resisting frame construction.” FEMA 351 Washington D.C.

5. FEMA. (2000c). “Recommended post-earthquake evaluation and repair criteria for welded moment-resisting steel frame structures.” FEMA 352 Washington D.C.

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