Effect of Reduced Beam Section Frame Elements on Stiffness of Moment Frames-Reference-Cited by-同舟云学术

Effect of Reduced Beam Section Frame Elements on Stiffness of Moment Frames

Published:2003-03 Issue:3 Volume:129 Page:383-393
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Chambers Janice J.¹,Almudhafar Shaheed²,Stenger Frank³

Affiliation:

1. Associate Professor, Dept. of Civil and Environmental Engineering, 122 S. Central Campus Drive, Rm. 102, Univ. of Utah, Salt Lake City, UT 84112-0561.

2. Structural Designer, Missouri Dept. of Transportation, 105 W. Capital Avenue, P.O. Box 270, Jefferson City, MO 65102.

3. Professor, School of Computing, Univ. of Utah, 50 S. Central Campus Drive, Rm. 3190, Salt Lake City, UT 84112-9205.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-9445%282003%29129%3A3%28383%29

Reference7 articles.

1. American Institute of Steel Construction (AISC). (1997). Seismic provisions for structural steel buildings Chicago.

2. American Institute of Steel Construction (AISC). (2001). Manual of steel construction load and resistance factor design 3rd Ed. Chicago.

3. Federal Emergency Management Agency (2000). FEMA-350: recommended seismic design criteria for new steel moment-frame buildings Washington D.C.

4. Gross J. L. Engelhardt M. D. Uang C. M. Kasai K. and Iwankiw N. R. (1999). “Modification of existing steel welded moment frame connections for seismic resistance.” Design guide series No. 12 American Institute of Steel Construction Chicago.

5. The dogbone: A new idea to chew on.;Iwankiw N. R.;Modern Steel Constr.,1996

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