DSpace university logo mark
Advanced Search
Japanese | English 

NAOSITE : Nagasaki University's Academic Output SITE > Faculty of Engineering > Articles in academic journal >


File Description SizeFormat
JSE51A_713.pdf537.2 kBAdobe PDFView/Open

Title: コンクリート充填鋼管(CFT)アーチ供試体の非線形地震応答の実験と解析
Other Titles: Experimant and analysis of nonlinear seismic responses of a CFT arch specimen
Authors: 呉, 慶雄 / 吉村, 光弘 / 高橋, 和雄 / 陳, 宝春 / 藤田, 洋幸 / 中村, 聖三
Authors (alternative): Wu, Qingxiong / Yoshimura, Mitsuhiro / Takahashi, Kazuo / Chen, Baochun / Fujita, Hiroyuki / Nakamura, Shozo
Issue Date: Mar-2005
Publisher: 土木学会 / Japan Society of Civil Engineers
Citation: 構造工学論文集, 51A, pp.713-720; 2005
Abstract: Concrete filled steel tube(CFT) structures are a rational design choice for the arch ribs of an arch bridge since CFT is resistant to axial compressive forces. However, there are few experiments on the seismic properties of CFT arch bridges. Therefore, this paper introduces the vibration experiment of a CFT arch specimen in China and states the seismic performance of this arch. An analysis of the natural vibrations and nonlinear seismic vibrations on this CFT arch is carried out by using a three-dimensiional FE model. By comparing the results obtained by the analysis with those obtained by the experiment, the dynamical properties and the nonlinear seismic characteristics are discussed in detail. From results, it is confirmed that the CFT arch specimen has a good seismic performance.
Keywords: CFT / arch specimen / nonlinear seismic response / コンクリート充填鋼管 / アーチ供試体 / 非線形地震応答
URI: http://hdl.handle.net/10069/30049
Rights: © 社団法人土木学会
Type: Journal Article
Text Version: publisher
Appears in Collections:Articles in academic journal

Citable URI : http://hdl.handle.net/10069/30049

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