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) >
40号 >

Please use this identifier to cite or link to this item: http://hdl.handle.net/11133/1244

Title: 鋼製橋脚の最適断面構成と耐震性能実験に関する研究
Other Titles: Study on the Optimal Section and Seismic Resistance Performance Test of a Steel Bridge Piers
Authors: 山本, 亮明
青木, 徹彦
鈴木, 森晶
YAMAMOTO, Katsuhiro
AOKI, Tetsuhiko
SUZUKI, Moriaki
Keywords: 最適断面
鋼製橋脚
耐震性能
コスト評価
Optimal Section
Steel Bridge Pier
Seismic Resistant Performance
Cost Evaluation
Issue Date: 31-Mar-2005
Publisher: 愛知工業大学
Abstract: Seismic resistant performance test of the steel bridge piers with different sections is performed in order to investigate the optional section profile. The test results are examined from the view point of the seismic performance such as the maximum strength and ductility, and fabrication cost. Evaluation of cost is done as total cost consist of material cost and manufacturing cost such as welding and cutting. Optimal section is examined from the relation between seismic resistant performance and total cost.
URI: http://hdl.handle.net/11133/1244
Appears in Collections:40号

Files in This Item:

File Description SizeFormat
紀要40号B(P141-149).pdf1.67 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