STUDY OF INFLUENCE OF BEAM-END JOINT DETAILS WITH FIELD WELDING ON DEFORMATION CAPACITY OF PRE-BUILD-UP H-SHAPE BEAM-TO-COLUMN JOINT-Reference-Cited by-同舟云学术

STUDY OF INFLUENCE OF BEAM-END JOINT DETAILS WITH FIELD WELDING ON DEFORMATION CAPACITY OF PRE-BUILD-UP H-SHAPE BEAM-TO-COLUMN JOINT

Published:2017 Issue:739 Volume:82 Page:1497-1506
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,KANEKO Hirofumi²,TSUTSUMI Seiichiro³,MASUDA Kai⁴,MAKISHIMA Jun⁵,HORIBA Ryosuke²

Affiliation:

1. Shinshu Univ.

2. Dept. of Architecture, Faculty of Engineering, Shinshu Univ.

3. Jointing and Welding Research Institute Osaka Univ.

4. Nippon Steel & Sumitomo Metal Corporation

5. JFE Civil Engineering & Construction Corp.

Publisher

Architectural Institute of Japan

Subject

Building and Construction,Architecture

Link

https://www.jstage.jst.go.jp/article/aijs/82/739/82_1497/_pdf

Reference17 articles.

1. 1) Kato, B., Morita, K. : Brittle fracture of heavy steel section, Transactions of the Architectural Institute of Japan, No. 156, pp. 1-10, 1969.2, (in Japanese)
加藤勉, 森田耕次：極厚鋼部材の脆性破壊, 日本建築学会論文報告集第156号, pp. 1-10, 1969.2

2. 2) Kato, B., Morita, K. and Hashimoto, K. : Brittle fracture of heavy steel section Part2, Transactions of the Architectural Institute of Japan, No. 176, pp. 11-16, 1970.10, (in Japanese)
加藤勉, 森田耕次, 橋本健一：極厚鋼部材の脆性破壊（その2）, 日本建築学会論文報告集第176号, pp. 11-16, 1970.10

3. 3) Fujimoto, M., Hashimoto, A., Nakagomi, T., Kim, J. and Matsumura, H. : Experimental study on the brittle fracture of beam-to-column welded connections in heavy members steel structures Part 1 A study on the characteristics of fracture, Journal of Structural and Construction Engineering (Transactions of AIJ), No. 349, pp. 81-90, 1985.3, (in Japanese)
藤本盛久, 橋本篤秀, 中込忠男, 金鐘洛, 松村弘道：柱はり溶接接合部の破壊特性の検討（厚板鋼板を用いた柱はり溶接接合部の破壊に関する実験的研究その１）, 日本建築学会構造系論文報告集第349号, pp. 81-90, 1985.3

4. 4) Fujimoto, M., Hashimoto, A., Nakagomi, T., Kim, J. and Matsumura, H. : Experimental study on the brittle fracture of beam-to-column welded connections in heavy members steel structures Part2 Structural behavior of beam-to-column welded connections and effect on the fracture by strength proportion between the members, Journal of Structural and Construction Engineering (Transactions of AIJ), No. 357, pp. 81-88, 1985.11, (in Japanese)
藤本盛久, 橋本篤秀, 中込忠男, 金鐘洛, 松村弘道：柱はり溶接接合部の力学的性状および破壊に及ぼす影響について（厚板鋼板を用いた柱はり溶接接合部の破壊に関する実験的研究その２）, 日本建築学会構造系論文報告集第357号, pp. 81-88, 1985.11

5. 5) Committee on steel building structures The Kinki Branch of the architectural institute of Japan : Full-scale test on plastic rocation capacity of steel wide-flange beams connected with square thbe steel columns, pp. 151-161, 1997.7, (in Japanese)
日本建築学会近畿支部鉄骨構造部会：通しダイアフラム形式で角形鋼管柱に接合されるH形鋼梁の塑性変形能力に関する実大実験, pp. 151-161, 1997.7

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