Seismic Performance of Pre-Northridge Welded Steel Moment Connections to Built-Up Box Columns-Reference-Cited by-同舟云学术

Seismic Performance of Pre-Northridge Welded Steel Moment Connections to Built-Up Box Columns

Published:2008-02 Issue:2 Volume:134 Page:289-299
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Kim Taejin¹²³,Stojadinović Božidar¹²³,Whittaker Andrew S.¹²³

Affiliation:

1. Assistant Professor, Dept. of Architectural Engineering, Sungkyunkwan Univ., Suwon, Republic of Korea, 440-746.

2. Associate Professor, Dept. of Civil and Environmental Engineering, Univ. of California at Berkeley, Berkeley, CA 94720-1710.

3. Professor, Dept. of Civil, Structural, and Environmental Engineering, Univ. at Buffalo, 230 Ketter Hall, Buffalo, NY 14260.

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%282008%29134%3A2%28289%29

Reference15 articles.

1. Anderson J. C. and Linderman R. R. (1991). “Steel beam to box column connections.” Rep. No. CE 91-03 Dept. of Civil Engineering Univ. of Southern California Los Angeles Calif.

2. Architectural Institute of Japan (AIJ). (1997). “Full-scale test on plastic rotation capacity of steel wide-flange beams connected with square tube steel columns.” Rep. of the Committee on Steel Building Structures Kinki Branch Tokyo.

3. El-Tawil S. Mikesell T. Vidarsson E. and Kunnath S. (1998). “Strength and ductility of FR welded-bolted connections.” SAC Rep. No. 98-01 SAC Joint Venture Sacramento Calif.

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