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.13(2020) >
2.研究論文 >

Please use this identifier to cite or link to this item: http://hdl.handle.net/11133/3903

Title: 鋼管を並列配置した格子型制振壁システムに関する実験的研究
Other Titles: コウカン オ ヘイレツ ハイチ シタ コウシガタ セイシンヘキ システム ニ カンスル ジッケンテキ ケンキュウ
Experimental study of Lattice damping wall system with multi layer type
Authors: 鈴木, 壮
鈴木, 琢也
薩川, 恵一
鈴木, 敏志
SUZUKI, So
SUZUKI, Takuya
SATSUKAWA, Keiichi
SUZUKI, Satoshi
Keywords: 制振壁
鋼管
管捩り
せん断降伏耐力
載荷実験
Damping wall
Steel tube
Torsion
Shear yield strength
Static loading test
Issue Date: 31-Oct-2021
Publisher: 愛知工業大学耐震実験センター
Abstract: Lattice damping wall system using torsional steel tubes is studied. Circular steel tubes at crossing position of vertical and horizontal members in this system absorb seismic energy by torsional deformation. Former study is expressed in the formula for evaluating elastic stiffness considered lattice members. However,the case of Circular steel tubes arranged in parallel is not proposed. So,this study proposes the formula for evaluating elastic stiffness in the case this system has multi layer type. Then,validity of the formula is verified by experiment.
URI: http://hdl.handle.net/11133/3903
Appears in Collections:2.研究論文

Files in This Item:

File Description SizeFormat
耐震13号研究論文18(p70-p76).pdf3.73 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