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B.年次報告書 >
B2 耐震実験センター年次報告書 >
Vol.05 (2012) >
2.研究論文 >

Please use this identifier to cite or link to this item: http://hdl.handle.net/11133/2688

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
Other Titles: 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
Authors: 党, 紀
袁, 輝輝
五十嵐, 晃
青木, 徹彦
DANG, Ji
YUAN, Huihui
IGARASHI, Akira
AOKI, Tetsuhiko
Keywords: steel column
multiple-spring model
bi-lateral loading
hysteretic rule
Issue Date: 20-Sep-2013
Publisher: 愛知工業大学耐震実験センター
Abstract: 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.
URI: http://hdl.handle.net/11133/2688
Appears in Collections:2.研究論文

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