STUDY ON STRUCTURAL BEHAVIOR OF BEAM-TO-COLUMN WELDED CONNECTIONS UNDER DYNAMIC LOADING-Reference-Cited by-同舟云学术

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STUDY ON STRUCTURAL BEHAVIOR OF BEAM-TO-COLUMN WELDED CONNECTIONS UNDER DYNAMIC LOADING

Published:1997 Issue:499 Volume:62 Page:115-122
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:

NAKAGOMI Tadao¹,YAMADA Tomohisa²,NAKANO Syuuji³,OKA Maremitsu⁴,MATOBA Kou⁴,MURAI Masatosi⁵

Affiliation:

1. Dept. of Architecture and Civil Engineering, Faculty of Engineering, Shinshu Univ.

2. Dept. of Architecture, Faculty of Engineering, Chiba

3. Institute of Technology Miyaji Iron Works

4. Faculty of Engineering, Shinshu Univ.

5. Dept. of Architecture, Faculty of Engineering, Kanagawa Univ.

Publisher

Architectural Institute of Japan

Subject

Building and Construction,Architecture

Link

https://www.jstage.jst.go.jp/article/aijs/62/499/62_KJ00004107148/_pdf

Reference1 articles.

1. 12) NAKAGOMI Tadao. Fracture and Deformation Capacity of A Welded T-Shape Joint Under Dynamic Loading. Proceeding of Ninth World Conference on Earthquake Engineering. (1993) vol.IV, p.157-162.

Cited by 2 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Effects of strain rate on tensile strength of steel specimens of HAZs with stress concentrations;Welding International;2013-03-08

2. EXPERIMENTAL STUDY ON BRITTLE FRACTURE OF BUCKLING-RESTRAINED BRACES;Journal of Structural and Construction Engineering (Transactions of AIJ);2011

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