DSpace university logo mark
Advanced Search
Japanese | English 

NAOSITE : Nagasaki University's Academic Output SITE > Faculty of Engineering > Bulletin > Reports of the Faculty of Engineering, Nagasaki University > Volume 33, No. 61 >

有限要素法によるケーブルの振動解析


File Description SizeFormat
KJ00004723987.pdf393.52 kBAdobe PDFView/Open

Title: 有限要素法によるケーブルの振動解析
Other Titles: Vibration Analysis of Cables by Finite Element Method
Authors: 高橋, 和雄 / 大渕, 隆司 / 呉, 慶雄 / 中村, 聖三
Authors (alternative): Takahashi, Kazuo / Ohfuchi, Takashi / Wu, Qingxiong / Nakamura, Shozo
Issue Date: Jul-2003
Citation: 長崎大学工学部研究報告 Vol.33(61) p. 103-108, 2003
Abstract: In existing general-purpose softwares using the finite element method, it is difficult to consider the effect of a sag, support movement and parametric vibrations of the cable, in the vibration analysis and seismic analysis of cable structures, such as suspension bridges and cable-stayed bridges. In this paper, the stiffness matrix considering the geometric stiffness of the cable is derived. Furthermore, the linear and nonlinear vibration analysis of single cables and cable structures are carried out by using the derived stiffness matrix. Accuracy effectiveness of the solution are confirmed.
URI: http://hdl.handle.net/10069/15055
ISSN: 02860902
Type: Departmental Bulletin Paper
Appears in Collections:Volume 33, No. 61

Citable URI : http://hdl.handle.net/10069/15055

All items in NAOSITE are protected by copyright, with all rights reserved.

 

Valid XHTML 1.0! Copyright © 2006-2015 Nagasaki University Library - Feedback Powerd by DSpace