Experimental Evaluation of Cyclically Loaded Reduced Beam Section Moment Connections-Reference-Cited by-同舟云学术

Experimental Evaluation of Cyclically Loaded Reduced Beam Section Moment Connections

Published:2002-04 Issue:4 Volume:128 Page:441-451
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Jones Scott L.¹,Fry Gary T.²,Engelhardt Michael D.³

Affiliation:

1. Post Doctocoral Research Associate, Dept. Civil and Environmental Engineering, Cornell Univ., Ithaca, NY 14853.

2. E. B. Snead Associate Professor I, Dept. of Civil Engineering, Texas A&M Univ., College Station, TX 77843.

3. Professor, Dept. of Civil Engineering, Univ. of Texas at Austin, Austin, TX 78712.

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%282002%29128%3A4%28441%29

Reference34 articles.

1. AISC. (1994). Proc. AISC Special Task Committee on the Northridge Earthquake Los Angeles March 14–15 1994 American Institute of Steel Construction Inc. Chicago.

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

3. ASTM. (1994).

4. Bertero V. V. Anderson J. C. and Krawinkler H. (1994). “Performance of steel building structures during the Northridge earthquake.” Rep. No. UCB/EERC - 94/09 Earthquake Engineering Research Center Univ. of California at Berkeley Berkeley Calif.

5. Ductile Steel Beam-to-Column Connections for Seismic Resistance

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