Access count of this item: 54

Files in This Item:
File Description SizeFormat 
a14a0p27.pdf963.95 kBAdobe PDFView/Open
Title: 建築構造物の地震応答の適正化の一方法(続)
Other Titles: ON THE STATISTICAL ASEISMIC DESIGN DETERMINING THE OPTIMUM DYNAMIC CHARACTERISTICS OF STRUCTURE (CONTINUED)
Authors: 小堀, 鐸二  KAKEN_name
南井, 良一郎  KAKEN_name
河野, 允宏  KAKEN_name
Author's alias: KOBORI, Takuji
MINAI, Ryoichiro
KAWANO, Masahiro
Issue Date: 1-Apr-1971
Publisher: 京都大学防災研究所
Journal title: 京都大学防災研究所年報. A = Disaster Prevention Research Institute Annuals. A
Volume: 14
Issue: A
Start page: 315
End page: 332
Abstract: In the previous paper, the possibility of statistical design of a structural system assigningoptimum characteristics for aseismic safety was discussed.The necessary conditions for optimum design are to limit non-dimensional displacements orductility factors within the allowable values and to minimize the performance index which describesthe degree of spatial uniformity of aseismic safety.This paper re-defines the optimum design concept for a structural system by the Lagrangianfunction. As the Lagrangian function of the above problem is given by the statistical quantitiesof high dimension, the problem can be referred to the non-linear programming problem. Moreover, in this paper, the design method presented in the previous paper is applied to a three-degree-of-freedom, non-linear, shear type system in connection with the re-defined optimum design concept.As a result, it is found that the optimum condition of an elastic structure almost coincides with thatof an elasto-plastic structure.
URL: http://www.dpri.kyoto-u.ac.jp/nenpo/nenpo.html
URI: http://hdl.handle.net/2433/69526
Appears in Collections:No.14 A

Show full item record

Export to RefWorks


Export Format: 


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