DSpace DSpace 日本語

AIT Associated Repository of Academic Resources >
A.研究報告 >
A1 愛知工業大学研究報告 >
3.愛知工業大学研究報告 .B(1976-2007) >
39号 >

Please use this identifier to cite or link to this item: http://hdl.handle.net/11133/1235

Title: 圧縮芯をもつ鋼製橋脚の耐震性能実験
Other Titles: Experimental Study on Seismic Resistance Performance of Steel Piers with Compression Core
Authors: 加藤, 剛也
青木, 徹彦
鈴木, 森晶
KATO, Goya
AOKI, Tetsuhiko
SUZUKI, Moriaki
Issue Date: 31-Mar-2004
Publisher: 愛知工業大学
Abstract: Since the Great Hannsin Earthquake, many reaerches had been done on the steel bridge piers but few works had presented for high performance of seismic resistance. In this study, new idea inproving the ductility of steel bridge piers are proposed, in which steel piers have a central core column. Compareing with usual piers, the same number of test specimens are served for seismic repeated loading as pier models with central core columns. The test results show the excellent high seismic performance than the normal ones.
URI: http://hdl.handle.net/11133/1235
Appears in Collections:39号

Files in This Item:

File Description SizeFormat
紀要39号B(P69-76).pdf1 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