LATERAL BUCKLING BEHAVIOR AND LATERAL BRACING OF WIDE-FLANGE BEAMS SUBJECTED CYCLIC LOADING-Reference-Cited by-同舟云学术

LATERAL BUCKLING BEHAVIOR AND LATERAL BRACING OF WIDE-FLANGE BEAMS SUBJECTED CYCLIC LOADING

Published:2001 Issue:544 Volume:66 Page:147-154
ISSN:1340-4202
Container-title:Journal of Structural and Construction Engineering (Transactions of AIJ)
language:en
Short-container-title:Nihon Kenchiku Gakkai Kozokei Ronbunshu

Author:

KANAO Iori¹,NAKASHIMA Masayoshi²,LIU Dawei³

Affiliation:

1. JSPS Research Fellow:Div. of Earthquake Disaster Prevention:Disaster Prevention Research Institute, Kyoto University

2. Div. of Earthquake Disaster Prevention, Disaster Prevention Research Institute, Kyoto University

3. Dept. of Architecture and Architectural Systems, Graduate School of Engineering, Kyoto University

Publisher

Architectural Institute of Japan

Subject

Building and Construction,Architecture

Link

https://www.jstage.jst.go.jp/article/aijs/66/544/66_KJ00004102016/_pdf

Reference8 articles.

1. 1) GALAMBOS T. V. Structural Members and Frames. Englewood Cliffs. (1968)

2. 2) Guide to Stability Design Criteria for Metal Structures. John Wiley & Sons.. (1998)

3. 7) Load & Resistance Factor Design. American Institute of Steel Construction. (1998)

4. 8) Seismic Provisions for Structural Steel Buildings. American Institute of Steel Construction. (1997)

5. 18) TAKANASHI K. Inelastic lateral buckling of steel beams subjected to repeated and reversed loadings. Fifth World Conference on Earthquake Engineering, Rome. (1973)

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