板厚の異なる矩形断面を有する逆L形鋼製橋脚の耐震性能実験

Material type: 文書・図像類

Author: 党, 紀ほか

Publisher: 愛知工業大学耐震実験センター

Publication date: 2009-09-20

Material Format: Digital

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Note (General)：: Inverted L-shaped pier is often. used in urban area，where there are many cross roads and curved roads. Hence the seismic research works in this field ...

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Material Type: 文書・図像類
Title: 板厚の異なる矩形断面を有する逆L形鋼製橋脚の耐震性能実験
Author/Editor: 党, 紀
窪田, 康範
青木, 徹彦
鈴木, 森晶
Author Heading: 党, 紀
窪田, 康範
青木, 徹彦
鈴木, 森晶
Publication, Distribution, etc.: 愛知工業大学耐震実験センター
Publication Date: 2009-09-20
Publication Date (W3CDTF): 2009-09-20
Alternative Title: バンコウノコトナルクケイダンメンオユウスルギャクＬガタ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 section steel piers with different plate thickness
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.1
Volume: vol.1
Pages: 25-31
Text Language Code: jpn
Subject Heading: eccentricity
inverted L-shaped pier
steel bridge pier
cyclic loading test
偏心
逆L形
鏑製橋脚
繰り返し載荷実験
Target Audience: 一般
Note (General): Inverted L-shaped pier is often. used in urban area，where there are many cross roads and curved roads. Hence the seismic research works in this field have not been performed sufficiently so far in experimental aspect. This paper shows an experimental research investigating a seismic performance of inversed L-shape steel piers with different plate thickness. From cyclic loading test, different strength，ductility and the energy absorption capacity are obtained depending on the combination of the plate thickness.
identifier:http://repository.aitech.ac.jp/dspace/handle/11133/2611
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