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 > No.8 >

連成を考慮した吊橋の基礎方程式について(第1報,静的微小変形問題)


File Description SizeFormat
kogaku00_08_05.pdf738.47 kBAdobe PDFView/Open

Title: 連成を考慮した吊橋の基礎方程式について(第1報,静的微小変形問題)
Other Titles: On Fundamental Equations of a Stiffened Suspension Bridge Considering Coupled Deformatlons (Part I Static Small Deflection Problem)
Authors: 高橋, 和雄 / 中沖, 耕造 / 田代, 幸英 / 古道, 正男 / 室井, 智文
Authors (alternative): Takahashi, Kazuo / Nakaoki, Kozo / Tashiro, Yukihide / Furumichi, Masao / Muroi, Tomofumi
Issue Date: Jan-1977
Publisher: 長崎大学工学部 / Faculty of Engineering, Nagasaki University
Citation: 長崎大学工学部研究報告, (8), pp.33-42; 1977
Abstract: A set of fundamental equations of a stiffened suspension bridge is derived with the aid of the variational principle within static small deflection theory. Because of complexlty in structural conjunctions and mutual reactions of individual members, i.e., stiffened girder, cables and hangers, the fundamental equations are the coupled nonlinear form of expressions, which is caused from the horizontal component Hp of the cable tension produced by live load. As numerical examples, the results are applied to the analysis of a suspension bridge subjected to the static wind forces. Convergence of the present solution, comparison with the previous solution, the effect of the horizontal cable tension Hp and the effect of angles of attack are reported.
URI: http://hdl.handle.net/10069/23867
ISSN: 02860902
Type: Departmental Bulletin Paper
Text Version: publisher
Appears in Collections:No.8

Citable URI : http://hdl.handle.net/10069/23867

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