Bidirectional Tests on Partially Restrained, Composite Beam-to-Column Connections-Reference-Cited by-同舟云学术

Bidirectional Tests on Partially Restrained, Composite Beam-to-Column Connections

Published:2004-02 Issue:2 Volume:130 Page:320-327
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Green Travis P.¹,Leon Roberto T.²,Rassati Gian A.³

Affiliation:

1. Wiss, Janney, Elstner Associates, Inc., Norcross, GA 30093.

2. School of Civil and Environmental Engineering, Georgia Institute of Technology, Atlanta, GA 30332.

3. Dept. of Civil and Environmental Engineering, Univ. of Cincinnati, Cincinnati, OH 45221.

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%282004%29130%3A2%28320%29

Reference16 articles.

1. American Institute of Steel Construction (AISC). (2002). Seismic provisions for structural steel buildings: Part 2 Chicago.

2. Design Guide for Partially Restrained Composite Connections

3. Barnard R. P. (1970). “Innovations in composite floor systems.” Canadian Engineering Conf. Canadian Steel Industries Construction Council.

4. Chen W. F. Goto Y. and Liew J. Y. R. (1995). Stability design of semi-rigid frames Wiley New York.

5. Green T. P. (2001). “Behavior of a full-scale PR composite beam-to-column T-stub and shear connections under cyclic loading.” MS thesis Graduate School Georgia Tech.

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