STRUCTURAL PERFORMANCE OF FLANGE PLATE OF H-SECTION MEMBER-TO-SPLIT-T TENSILE CONNECTION WITH HIGH-STRENGTH BOLTS-Reference-Cited by-同舟云学术

STRUCTURAL PERFORMANCE OF FLANGE PLATE OF H-SECTION MEMBER-TO-SPLIT-T TENSILE CONNECTION WITH HIGH-STRENGTH BOLTS

Published:2003 Issue:574 Volume:68 Page:197-204
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:

HARADA Yukihiro¹,EBATO Kazumasa²,NOMOTO Atsushi¹,MORITA Koji²

Affiliation:

1. Graduate School of Science and Technology, Chiba Univ.

2. Dept. of Design and Architecture, Faculty of Eng., Chiba Univ.

Publisher

Architectural Institute of Japan

Subject

Building and Construction,Architecture

Link

https://www.jstage.jst.go.jp/article/aijs/68/574/68_KJ00004089786/_pdf

Reference3 articles.

1. 4) DAVIES Gwynne. Three Dimensional Cross Joints Under Combined Axial Branch Loading. TUBULAR STRUCTURES, 4th INTERNATIONAL SYMPOSIUM, DELFT, 1991. (1991) p.324-333.

2. 5) ZOETEMEIJER P. A design method for the tension side of statically loaded, bolted beam-to-column connections. Helon. (1974) vol.24, no.1,

3. OUT-OF-PLANE BEHAVIOR OF COLUMN SKIN PLATE IN RHS COLUMN-TO-SPLIT-T TENSILE CONNECTION WITH HIGH-STRENGTH BOLTS

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