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.12(2019) >
2.研究論文 >

Please use this identifier to cite or link to this item: http://hdl.handle.net/11133/3705

Title: 格子材の剛度が異なる格子型制振壁システムの載荷実験
Other Titles: コウシザイ ノ コウド ガ コトナル コウシガタ セイシンヘキ システム ノ サイカ ジッケン
Experimental study on behavior of lattice damping wall system with the different lattice stiffness
Authors: 鈴木, 壮
濱野, 真行
鈴木, 琢也
薩川, 恵一
HAMANO, Masayuki
SUZUKI, Takuya
Keywords: 制振壁
Damping wall
Steel tube
Shear yield strength
Static loading test
Issue Date: 31-Oct-2020
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 different lengths about lattice members is not proposed. So, this study proposes the formula for evaluating elastic stiffness in the case this system has the different lengths. Then, validity of the formula is verified by experiment
URI: http://hdl.handle.net/11133/3705
Appears in Collections:2.研究論文

Files in This Item:

File Description SizeFormat
耐震12号研究論文16(p59-p65).pdf3.21 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