DSpace DSpace 日本語

AIT Associated Repository of Academic Resources >
B.年次報告書 >
B2 耐震実験センター年次報告書 >
Vol.14(2021) >
2.研究論文 >

Please use this identifier to cite or link to this item: http://hdl.handle.net/11133/4166

Title: 継手長さの異なる山形鋼筋かい接合部に関する研究
Other Titles: ツギテ ナガサ ノ コトナル ヤマガタコウ スジカイ セツゴウブ ニ カンスル ケンキュウ
Study on angle brace connections with different splice length
Authors: 神谷, 勇成
木藤, 一輝
薩川, 恵一
吉敷, 祥一
KITO, Kazuki
KISHIKI, Shoichi
Keywords: 山形鋼筋かい
angle brace
invalid protrusion leg
effective cross-section area
leg splice length
stress distribution
Issue Date: 31-Oct-2022
Publisher: 愛知工業大学耐震実験センター
Abstract: The joint strength of angle brace with high-tension bolted friction connections has been proposed to evaluate based on the number of bolts or focusing on factors other than the number of bolts. In the study, the ultimate strength is organized in splice length through loading tests and numerical analysis using the finite element method. In addition, it is verified whether the ultimate strengths of angle brace can be grasped from the stress distribution of the angle brace in the axial direction. According to the results of loading tests and analysis, it is shown that when the splice length is equal, ultimate strengths is also approximately the same. It was also found that the ultimate strengths can be grasped from the stress distribution in the axial direction.
URI: http://hdl.handle.net/11133/4166
Appears in Collections:2.研究論文

Files in This Item:

File Description SizeFormat
耐震14号研究論文19(p76-p84).pdf26.21 MBAdobe PDFView/Open

Items in DSpace are protected by copyright, with all rights reserved, unless otherwise indicated.


Valid XHTML 1.0! DSpace Software Copyright © 2002-2010  Duraspace - Feedback