圧縮芯をもつ鋼管橋脚の耐震性能実験

Material type: 文書・図像類

Author: 服部, 宗秋ほか

Publisher: 愛知工業大学

Publication date: 2006-03-31

Material Format: Digital

Capacity, size, etc.: -

NDC: -

View All

Notes on use

Note (General)：: Since the Great Hannsin Earthquak, many researches had been performed experimental studies on the steel bridge piers. But few works had presented high...

Search by Bookstore

Holdings of Libraries in Japan

This page shows libraries in Japan other than the National Diet Library that hold the material.

List of Cooperating Institutions and Databases

Please contact your local library for information on how to use materials or whether it is possible to request materials from the holding libraries.

other

AIT Associated Repository of Academic Resources
Digital
You can check the holdings of institutions and databases with which Institutional Repositories DataBase(IRDB)(Institutional Repository) is linked at the site of Institutional Repositories DataBase(IRDB)(Institutional Repository).
AIT Associated Repository of Academic Resources

Search by Bookstore

Bibliographic Record

You can check the details of this material, its authority (keywords that refer to materials on the same subject, author's name, etc.), etc.

Digital

Material Type: 文書・図像類
Title: 圧縮芯をもつ鋼管橋脚の耐震性能実験
Author/Editor: 服部, 宗秋
青木, 徹彦
鈴木, 森晶
Author Heading: 服部, 宗秋
青木, 徹彦
鈴木, 森晶
Publication, Distribution, etc.: 愛知工業大学
Publication Date: 2006-03-31
Publication Date (W3CDTF): 2006-03-31
Alternative Title: アッシュク　シン　オ　モツ　コウカン　キョウキャク　ノ　タイシン　セイノウ　ジッケン
Seismic Resistance Performance Test of Steel Tubes with a Compression Core Column
Periodical title: 愛知工業大学研究報告. B, 専門関係論文集 = Bulletin of Aichi Institute of Technology. Part B
No. or year of volume/issue: 41
Volume: 41
Pages: 115-125
ISSN (Periodical Title): ISSN : 0387-0812
Text Language Code: jpn
Subject Heading: 銅管橋脚
圧縮芯
耐震性能
Steel bridge pier
Compression core column
Seismic resistant performance
Target Audience: 一般
Note (General): Since the Great Hannsin Earthquak, many researches had been performed experimental studies on the steel bridge piers. But few works had presented high performance of seismic resistance for them. In this study， new idea improving the ductility of steel bridge piers is proposed，in which steel piers have ac entral core column. Cyclic loading test is conducted to certify the seismic performance using steel tubes of steel grade SS400 and STK400 with 600mm diameter，changing the radius to thickness parameter Rt= 0.066 to 0.131 and the axial force ratio P/Py= 0.15 to 0.35.Comparing with conventional piers， the pier models with central core column show an excelldet high seismic performance.
identifier:http://repository.aitech.ac.jp/dspace/handle/11133/1300
Access Restrictions: 限定公開
Periodical Title (NCID): AA11564921
https://ci.nii.ac.jp/ncid/AA11564921
Data Provider (Database): 国立情報学研究所 : 学術機関リポジトリデータベース（IRDB）（機関リポジトリ）
https://irdb.nii.ac.jp
Original Data Provider (Database): 愛知工業大学 : 愛知工業大学学術情報リポジトリ