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) >
41号 >

Please use this identifier to cite or link to this item: http://hdl.handle.net/11133/1294

Title: 逆L形正八角形断面鋼製橋脚の耐震性能実験
Other Titles: ギャク L ガタ セイハッカッケイ ダンメン コウセイ キョウキャク ノ タイシン セイノウ ジッケン
Seismic Performance Test of Inverted L-shaped Octagonal Section Steel Piers
Authors: 谷口, 貴司
青木, 徹彦
鈴木, 森晶
AOKI, Tetsuhiko
SUZUKI, Moriaki
Keywords: 傷心
Inverted L-shaped pier
Steel bridge pier
Issue Date: 31-Mar-2006
Publisher: 愛知工業大学
Abstract: Inverted L-shaped pier is often used in urban area, where there are many cross roads and curved roads. The research work has not been performed sufficiently so far for the seismic performance of such not simple shape pier. This study demonstrates the experimental research for the seismic performance of the inverted L-shaped steel piers with octagonal section. The L-shaped pier sustains eccentric forces in both directions vertical and horizontal .So,main parameter chosen in the test is the eccentricity related to e/r,where r is the radius of gyration. The important results are obtained from the test such as the maximum horizontal strength,ductility and energy absorption capacity referred to the eccentricity parameter.
URI: http://hdl.handle.net/11133/1294
Appears in Collections:41号

Files in This Item:

File Description SizeFormat
紀要41号B(P105-113).pdf1.97 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