Behavior of Extended End-Plate Moment Connections Subject to Cyclic Loading-Reference-Cited by-同舟云学术

Behavior of Extended End-Plate Moment Connections Subject to Cyclic Loading

Published:2002-04 Issue:4 Volume:128 Page:501-508
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Sumner Emmett A.¹,Murray Thomas M.²

Affiliation:

1. Via PhD Scholar, Dept. of Civil and Environmental Engineering, Virginia Polytechnic Institute and State Univ., Blacksburg, VA 24061-0105.

2. Montague-Betts Professor of Structural Steel Design, Dept. of Civil and Environmental Engineering, Virginia Polytechnic Institute and State Univ., Blacksburg, VA 24061-0105.

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%28501%29

Reference13 articles.

1. AISC. (1993). Load and resistance factor design specification for structural steel buildings Chicago.

2. AISC. (1994). Manual of steel construction load and resistance factor design 2nd Ed. Chicago.

3. AISC. (1997). Seismic provisions for structural steel buildings Chicago.

4. American Welding Society (AWS). (1998). Structural welding code—Steel AWS D1.1-98 Miami.

5. Carter C. J. (1999). AISC design guide series 13 Stiffening of wide-flange columns at moment connections: Wind and seismic applications Chicago.

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