GENERAL MOMENT-ROTATION CHARACTERISTICS OF BEAM-TO-RHS-COLUMN CONNECTIONS WITHOUT DIAPHRAMS-Reference-Cited by-同舟云学术

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GENERAL MOMENT-ROTATION CHARACTERISTICS OF BEAM-TO-RHS-COLUMN CONNECTIONS WITHOUT DIAPHRAMS

Published:1996 Issue:484 Volume:61 Page:131-140
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:

AKIYAMA Hiroshi¹,OH Sang-Hoon²,OTAKE Fumio³,FUKUDA Koji⁴,YAMADA Satoshi⁵

Affiliation:

1. Dept. of Architecture, Faculty of Eng., Univ. of Tokyo

2. Dept.of Architecture, Faculty of Eng., Univ. of Tokyo

3. Dept. of Construction Eng., Sumitomo Metal Ind. Ltd.

4. Dept. of Structural Eng., Sumitomo Metal Ind. Ltd.

5. Research Assoc., Dept. of Architecture. Faculty of Eng., Univ. of Tokyo

Publisher

Architectural Institute of Japan

Subject

Building and Construction,Architecture

Link

https://www.jstage.jst.go.jp/article/aijs/61/484/61_KJ00004100412/_pdf

Reference2 articles.

1. 10) KASAI K. General Behavior of WF Steel Link Beams. Journal of Structural Engineering. (1986) vol.112, no.2, p.362-382.

2. 11) DEVIES Gwyrne. Predicting the strength of branch plate-RHS connections for punching shear-CAN. J. CIV. Engineering. (1982) vol.Vol.9, p.458-467.

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