Cyclic Response and Design Recommendations of Reduced Beam Section Moment Connections with Deep Columns-Reference-Cited by-同舟云学术

Cyclic Response and Design Recommendations of Reduced Beam Section Moment Connections with Deep Columns

Published:2002-04 Issue:4 Volume:128 Page:464-473
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Chi Brandon¹,Uang Chia-Ming²

Affiliation:

1. Structural Designer, Forell/Elsesser Engineer, Inc., San Francisco, CA 94111.

2. Professor, Dept. of Structural Engineering, Univ. of California, San Diego, La Jolla, CA 92093.

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%28464%29

Reference14 articles.

1. AISC. (2001). Manual of steel construction: Load and resistance factor design 3rd Ed. Chicago.

2. AISC. (1997). Seismic provisions for structural steel buildings 2nd Ed. Chicago with Supplement No. 1 (1999).

3. Barsom J. M. and Pellegrino J. V. (2000). “Failure analysis of a column K -line fracture.” Rep. No. SAC/BD-00/28 SAC Joint Venture Sacramento Calif.

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

5. Clark P. Frank K. Krawinkler H. and Shaw R. (1997). “Protocol for fabrication inspection testing and documentation of beam-column connection tests and other experimental specimens.” Rep. No. SAC/BD-97/02 SAC Joint Venture Sacramento Calif.

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