STUDY ON BEAM-END DETAILS FOR THE METHOD OF NON-SCALLOP ON BEAM-TO-COLUMN WELDED JOINTS-Reference-Cited by-同舟云学术

STUDY ON BEAM-END DETAILS FOR THE METHOD OF NON-SCALLOP ON BEAM-TO-COLUMN WELDED JOINTS

Published:1997 Issue:498 Volume:62 Page:145-151
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,FUJITA Tetsuya²,MINAMI Keisuke²,LEE Ken³,MURAI Masatoshi⁴

Affiliation:

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

2. Faculty of Engineering, Shinshu Univ.

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

4. 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/62/498/62_KJ00004100711/_pdf

Reference1 articles.

1. 21) NAKAGOMI T. Examination of Interpass Temperature Influence on Strength of Deposit Metal of Welded Connections in steel structures. Journal of Structural Engineering, B. (1990) vol.36, p.333-340.

Cited by 11 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. Cyclic-Loading Performance of Steel Beam-to-Column Moment Connections to an I-Section Column;Journal of Structural Engineering;2022-04

2. Experimental study on deformation capacity of field welding beam-to-column joint with different beam end details consideration of fracture toughness and non-welded part in submerged arc weld of pre-assembled H-shaped beam;Welding International;2019-12-02

3. EXPERIMENTAL STUDY ON DEFORMATION CAPACITY OF FIELD WELDING BEAM TO COLUMN JOINT WITH DIFFERENT BEAM END DETAILS;QUARTERLY JOURNAL OF THE JAPAN WELDING SOCIETY;2019

4. STUDY OF INFLUENCE OF BEAM-END JOINT DETAILS WITH FIELD WELDING ON DEFORMATION CAPACITY OF PRE-BUILD-UP H-SHAPE BEAM-TO-COLUMN JOINT;Journal of Structural and Construction Engineering (Transactions of AIJ);2017

5. Improvement of the deformation capacity o the column-to-beam joint by the reinforce welding method around the scallop bottom;Welding International;2016-05-04