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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, Takuya
SUZUKI, Satoshi
Keywords: 制振壁
Damping wall
Steel tube
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

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