DSpace DSpace 日本語
 

AIT Associated Repository of Academic Resources >
A.研究報告 >
A1 愛知工業大学研究報告 >
3.愛知工業大学研究報告 .B(1976-2007) >
22号 >

Please use this identifier to cite or link to this item: http://hdl.handle.net/11133/760

Title: 構造部材の塑性ヒンジ機構を考慮した構造物の応答解析(その2)
Other Titles: コウゾウ ブザイ ノ ソセイ ヒンジ キコウ オ コウリョシタ コウゾウブツ ノ オウトウ カイセキ ソノ2
Non-Linear Response Analysis of Frames in Consideration of Plastic Hinged Mechanism Subjected to Earthquake Ground Motions. Part 2.
Authors: 小高, 昭夫
ODAKA, Teruo
Issue Date: 31-Mar-1987
Publisher: 愛知工業大学
Abstract: In this paper, the analytical method is developed to investigate the behaviors on non-linear response of framed structures subjected to earthquake ground motions under the occurrence of plastic hinges in structural members of which framed structures is formed. And the results of numerical analysis in the two cases of frame structural models is presented. The first case of model is in case of which changed the design in structural members on former model of the R. P. C. structure. The second model is the structural model with shear wall, and is also considered the swaying and rocking vibration in the foundation. It is evident that the energy absorption owing to hysteresis loop of plastic hinged mechanism, and the behavior of structural models for the rocking and swaying vibration etc.
URI: http://hdl.handle.net/11133/760
Appears in Collections:22号

Files in This Item:

File Description SizeFormat
紀要22号B(P231-247).pdf4.11 MBAdobe PDFView/Open

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

 

Valid XHTML 1.0! DSpace Software Copyright © 2002-2010  Duraspace - Feedback