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) >
38号 >

Please use this identifier to cite or link to this item: http://hdl.handle.net/11133/1187

Title: 長方形断面鋼製橋脚の耐震性能に関する実験的研究
Other Titles: チョウホウケイ ダンメン コウセイ キョウキャク ノ タイシン セイノウ ニカンスル ジッケンテキ ケンキュウ
Experimental Study on Seismic Resistance Performance of Steel Piers with Rectangular Cross Section
Authors: 保高, 篤司
青木, 徹彦
鈴木, 森晶
HOTAKA, Atsushi
AOKI, Tetsuhiko
SUZUKI, Moriaki
Issue Date: 31-Mar-2003
Publisher: 愛知工業大学
Abstract: Rectangular cross section is commonly used in rigid frame piers of highway bridges. However, few experimental studies have been performed so far on the pier with the rectangular cross section. In this study seven test specimens having three different cross sections with cross sectional aspect ratios 3, 2 and √<2> are served for the cyclic loading test. Seismic performance capacities such as ultimate strength and ductility ratio are investigated relating to the cross sectional aspect ratios.
URI: http://hdl.handle.net/11133/1187
Appears in Collections:38号

Files in This Item:

File Description SizeFormat
紀要38号B(P101-110).pdf1.78 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