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.04 (2011) >
2.研究論文 >

Please use this identifier to cite or link to this item: http://hdl.handle.net/11133/2671

Title: 極軟鋼せん断パネルダンパーの耐震性能に関する研究
Other Titles: ゴク ナンコウ センダンパネル ダンパー ノ タイシン セイノウ ニ カンスル ケンキュウ
Research on the seismic performance of the low-yield-strength steel shear panel damper
Authors: 山下, 友樹
張, 超鋒
青木, 徹彦
YAMASHITA, Tomoki
ZHANG, Chaofeng
AOKI, Tetsuhiko
Issue Date: 7-Sep-2012
Publisher: 愛知工業大学耐震実験センター
Abstract: A low-yield-strength steel shear panel damper (LYSPD) with 70% shear strain is developed and verified by static incremental cyclic tests in previous research. The mechanical properties and fatigue performance of the LYSPD deteriorate with the high temperature caused by high strain speed and internal friction in constant cyclic dynamic tests. To compare with the earthquake response wave, the deterioration mentioned above may be overestimated. Thus, this study is also seeking to develop a scientific understanding of the effects of heat and loading history on the LYSPD mechanical properties and fatigue performance. Several waves, the most prone to damage at each soil condition according to the DYMO simulation, are selected as dynamic test loading waves. The test results suggest that the heat and loading history have no influence on the LYSPD strength while they should to be taken into consideration of the fatigue evaluation.
URI: http://hdl.handle.net/11133/2671
Appears in Collections:2.研究論文

Files in This Item:

File Description SizeFormat
耐震4号研究論文12(P111-119).pdf1.19 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