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    jsp.display-item.identifier=請使用永久網址來引用或連結此文件: https://tkuir.lib.tku.edu.tw/dspace/handle/987654321/70147

    题名: Stability Analysis of Special-Shape Arch Bridge
    其它题名: 異型拱橋的穩定分析
    作者: Qiu, Wen-liang;Kao, Chin-sheng;Kou, Chang-huan;Tsai, Jeng-lin;Yang, Guang
    贡献者: 淡江大學土木工程學系
    关键词: Special-Shape Arch Bridge;Stability;Geometric Nonlinear
    日期: 2010-12-01
    上传时间: 2011-10-23 20:56:32 (UTC+8)
    出版者: 新北市:淡江大學
    摘要: This paper presents a stability investigation of a special-shape arch bridge with a span of 180 m. Its structure and mechanics are significantly different from normal arch bridges because of its single arch rib skewing across the girder, its hangers hanging unevenly along the arch rib with different aslant angle, and its arch rib being subjected to massive axial compression force, bending moment, torque, and shear stress. In this paper, the eigenvalue method is used to analyze some of the main influencing factors, such as different loads, restraint conditions of arch spring, stiffness of arch rib, stiffness of main girder and rise-span ratio of arch rib. The study results showed that the slant hangers at both sides of the girder reduced the tendency of arch instability, which is obviously helpful to maintain overall structural stability. Increasing the height of the main girder can improve the structural stability, but the effect is limited. The restrained conditions of the arch spring markedly influence the overall structural stability, and the stability coefficient of a fixed arch is more than twice the coefficient of a two-hinge arch. The rise-span ratio has a relatively large impact on the stability coefficient. A reasonable rise-span ratio for the special-shape arch bridge studied here is around 0.37 that is larger than an expected ratio for a normal arch bridge obtained in existed studies. The impacts of vertical flexural stiffness and lateral flexural stiffness of the arch rib on the structural stability are determined by the mode of buckling, and the lateral flexural stiffness has nearly no impact on the structural stability for an in-plane buckling arch.
    關聯: Tamkang Journal of Science and Engineering=淡江理工學刊 13(4), pp.365-373
    DOI: 10.6180/jase.2010.13.4.02
    显示于类别:[土木工程學系暨研究所] 期刊論文


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