Moment Redistribution Caused by Beam Fracture in Steel Moment Frames-Reference-Cited by-同舟云学术

Moment Redistribution Caused by Beam Fracture in Steel Moment Frames

Published:2000-01 Issue:1 Volume:126 Page:137-144
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:Journal of Structural Engineering

Author:

Nakashima Masayoshi,Minami Takeshi,Mitani Isao

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%282000%29126%3A1%28137%29

Reference17 articles.

1. 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 University of California at Berkeley Earthquake Engineering Research Center Berkeley Calif.

2. Chi. W.M. El-Tawil S. Deirerlein G. G. and Abel J. F. (1998). “Inelastic analyses of a 17-story steel framed building damaged during Northridge.” J. Engrg. Struct. 20(4–6) 481–495.

3. English edition of preliminary reconnaissance report of the 1995 Hyogoken-Nanbu earthquake . (1995). Architectural Institute of Japan Tokyo.

4. Gross J. L. (1998). “A connection model for the seismic analysis of welded steel moment frames.” J. Engrg. Struct. 20(4–6) 390–397.

5. Hall J. F. (1998). “Seismic response of steel frame buildings to near-source ground motions.” Int. J. Earthquake Engrg. and Struct. Dyn. 27 1445–1464.

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