鋼管を並列配置した格子型制振壁システムに関する実験的研究

Material type: 文書・図像類

Author: 鈴木, 壮ほか

Publisher: 愛知工業大学耐震実験センター

Publication date: 2021-10-31

Material Format: Digital

Capacity, size, etc.: -

NDC: -

View All

Notes on use

Note (General)：: Lattice damping wall system using torsional steel tubes is studied. Circular steel tubes at crossing position of vertical and horizontal members in th...

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 学術機関リポジトリデータベース（IRDB）（機関リポジトリ） is linked at the site of 学術機関リポジトリデータベース（IRDB）（機関リポジトリ）.
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: 鋼管を並列配置した格子型制振壁システムに関する実験的研究
Author/Editor: 鈴木, 壮
鈴木, 琢也
薩川, 恵一
鈴木, 敏志
Author Heading: 鈴木, 壮
鈴木, 琢也
薩川, 恵一
鈴木, 敏志
Publication, Distribution, etc.: 愛知工業大学耐震実験センター
Publication Date: 2021-10-31
Publication Date (W3CDTF): 2021-10-31
Alternative Title: コウカンオヘイレツハイチシタコウシガタセイシンヘキシステムニカンスルジッケンテキケンキュウ
Experimental study of Lattice damping wall system with multi layer type
Periodical title: 愛知工業大学耐震実験センター年次報告書＝Annual Report of the Seismic Resistance Experiment Center
No. or year of volume/issue: vol.13
Volume: vol.13
Pages: 70-76
Text Language Code: jpn
Subject Heading: 制振壁
鋼管
管捩り
せん断降伏耐力
載荷実験
Damping wall
Steel tube
Torsion
Shear yield strength
Static loading test
Target Audience: 一般
Note (General): Lattice damping wall system using torsional steel tubes is studied. Circular steel tubes at crossing position of vertical and horizontal members in this system absorb seismic energy by torsional deformation. Former study is expressed in the formula for evaluating elastic stiffness considered lattice members. However，the case of Circular steel tubes arranged in parallel is not proposed. So，this study proposes the formula for evaluating elastic stiffness in the case this system has multi layer type. Then，validity of the formula is verified by experiment.
identifier:http://repository.aitech.ac.jp/dspace/handle/11133/3903
Source: http://repository.aitech.ac.jp/dspace/bitstream/11133/3903/3/%e8%80%90%e9%9c%8713%e5%8f%b7%e7%a0%94%e7%a9%b6%e8%ab%96%e6%96%8718%28p70-p76%29.pdf
http://repository.aitech.ac.jp/dspace/bitstream/11133/3903/3/%e8%80%90%e9%9c%8713%e5%8f%b7%e7%a0%94%e7%a9%b6%e8%ab%96%e6%96%8718%28p70-p76%29.pdf
Access Restrictions: 限定公開
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