鋼製橋脚の水平2方向地震応答解析のための曲線近似MSモデル

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: 2013-09-20

Material Format: Digital

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Note (General)：: A seismic response simulation method based on multiple-sping (MS) model and curve approximated hysteresis rules is proposed to predict nonlinear seism...

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Material Type: 文書・図像類
Title: 鋼製橋脚の水平2方向地震応答解析のための曲線近似MSモデル
Author/Editor: 党, 紀
袁, 輝輝
五十嵐, 晃
青木, 徹彦
Author Heading: 党, 紀
袁, 輝輝
五十嵐, 晃
青木, 徹彦
Publication, Distribution, etc.: 愛知工業大学耐震実験センター
Publication Date: 2013-09-20
Publication Date (W3CDTF): 2013-09-20
Alternative Title: コウセイキョウキャクノスイヘイ 2ホウコウジシンオウトウカイセキノタメノキョクセンキンジＭＳモデル
A Curves Approximated Multiple Springs Model for Bi-Directional Seismic Response Simulation of Steel Bridge Piers
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.5
Volume: vol.5
Pages: 87-98
Text Language Code: jpn
Subject Heading: steel column
multiple-spring model
bi-lateral loading
hysteretic rule
Target Audience: 一般
Note (General): A seismic response simulation method based on multiple-sping (MS) model and curve approximated hysteresis rules is proposed to predict nonlinear seismic response of steel bridge piers excited by bi-directional ground motions. A series of approximated curves and hysteretic rules are adopted to de-script the complicated nonlinear equivalent stress-strain relationship of spring elements in base of steel piers. An optimization calculation based parameters identification method is used to decide the　six parameters of the constitutive relation from results of uni-directional cyclic loading tests. By comparing the results due to the simulation and pseudo-dynamic loading tests，the validity of the proposed method is also verified.
identifier:http://repository.aitech.ac.jp/dspace/handle/11133/2688
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