STRENGTH FORMULA OF LOCAL WEB YIELDING OF WIDE-FLANGE STEEL BASED ON YIELD LINE THEORY-Reference-Cited by-同舟云学术

STRENGTH FORMULA OF LOCAL WEB YIELDING OF WIDE-FLANGE STEEL BASED ON YIELD LINE THEORY

Published:2003 Issue:573 Volume:68 Page:193-199
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:

TAGAWA Hiroshi¹,WATANABE Takahito²,GUREL Sibel³

Affiliation:

1. Division of Environmental Engineering and Architecture, Graduate School of Environmental Studies, Nagoya University

2. Department of Civil Engineering and Architecture, Faculty of Engineering, Nagoya University

3. Department of Civil Engineering, Graduate School of Engineering, Nagoya University

Publisher

Architectural Institute of Japan

Subject

Building and Construction,Architecture

Link

https://www.jstage.jst.go.jp/article/aijs/68/573/68_KJ00004089728/_pdf

Reference8 articles.

1. 2) Part 10 FR Moment Connections. Load and Resistance Factor Design. AISC. (1994) vol.II,

2. 5) GRAHAM J. D. Welded interior beam-to-column connections. AISC. (1959)

3. 8) PACKER J. A. A limit state design method for the tension region of bolted beam-column connections. The Structural Engineer. (1977) vol.55, p.446-458.

4. 10) WARDENIER J. Plate to I-beam connections. Welding in the World. (1985) vol.23, no.3/4, p.64-82.

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