Academic Knowledge Archives of Gunma Institutes >
前橋工科大学(Maebashi Institute of Technology) >
02 研究紀要 >
第17号(2014) >

Please use this identifier to cite or link to this item: http://hdl.handle.net/10087/8898

Title: 地震時の地盤の非線形性を考慮した杭の水平抵抗に関する研究
Other Titles: A Study on Lateral Resistance of Pile Taking Into Account Soil Nonlinearity during Earthquake
Authors: 町田, 幸紀
関, 崇夫
マチダ, ユキノリ
セキ, タカオ
Machida, Yukinori
Seki, Takao
Keywords: 単杭
Single pile
Lateral resistance of pile
Centrifuge model test
Large shaking table test
Simulation analysis
Pseudo-static analysis
Issue Date: 19-Feb-2015
Abstract: A behavior of a pile supported structure is affected by nonlinear dynamic soil-structure interaction during earthquake. There are two major factors which affect the nonlinear soil-structure interaction, the one is the local nonlinearity and the other is the site nonlinearity. In this paper, the p-y model has been developed by taking into account both of these two effects. The applicability of this p-y model to the site nonlinearity has already been confirmed through the simulation analyses of lateral load tests of full-scale single piles. The simulation analyses are conducted to confirm that the proposed model is useful in the dynamic soil-pile-structure interaction problem. The estimated results by pseudo-static analyses using the proposed p-y model are compared to the results of the bending moment, displacement and shear force in the centrifuge table test and in the shaking table tests. The estimated bending moment, displacement and shear force are good agreement with observed results.
URI: http://hdl.handle.net/10087/8898
ISSN: 1343-8867
Appears in Collections:第17号(2014)

Files in This Item:

File Description SizeFormat
研究論文(関).pdf600.11 kBAdobe PDFView/Open

Items in DSpace are protected by copyright, with all rights reserved, unless otherwise indicated.


DSpace Software Copyright © 2002-2010  Duraspace - Feedback