現今鋼箱型橋梁結構已有大量研究論文以及充分的規範制定，但大多著重於水平的橋梁結構，對於高度有所抬升的曲梁相關研究甚少，但此類橋梁實際應用上並不在少數，因此本論文將針對螺旋上升型鋼箱梁的受力行為與水平曲梁做相互比較。
將透過有限元素分析軟體分別探討螺旋上升型鋼箱梁在不同的曲率半徑、跨徑以及上升角度下，其受力行為有何異同。分析結果顯示，螺旋上升型曲梁相較於水平曲梁在上升角提升的情況下，不論變位或是應力都會有放大的現象發生，另外局部挫屈的現象也會更容易發生，對於加勁板的配置應更加留意。

The development of Bridge Engineering is considered quite mature nowadays, but there is still lack of research on the behavior of the steel curved box girder bridge having height changing, so-called the spiral steel box girder, neither Taiwan Bridge code nor any other country’s bridge code mention about the bridges having this kind of situation. This dissertation will discuss the behavior of this kind of structures under loading.
In this paper, finite element analysis software is used to investigate the influence of bridge’s height increase, radius of curvature changes and the different span length under eccentric line loads and lateral forces, wish the results can help engineers doing this kind of bridge’s design.

1.AASHTO. (2003). Guide specifications for horizontally curved highway bridges. AASHTO. Washinton, D.C.
2.Kohnke, Peter C. (ed.). “ANSYS Theory Reference: Release 5.5.“ ANSYS, Incorporated, 1998.
3.Dongzhou Huang “Full-Scale Test and Analysis of a curver Steel-Box Girder Bridge” J. Bridge Eng. ,2008, 13(5):492-500.
4.Jefeena Sali, Kashif Quamar Inqualabi, Reji P Mohan.” Parametric Study of Behavior of Box Girder Bridges Under Different Radius of Curvature” Internal Journal of Science and Research (IJSR), Volume 5 Issue 6, June 2016, P.487- 492.
5.P.K. Gupta, K K Singh and A. Mishra “Parametric Study On Behavior Of Box-Girder Bridges Using Finite Element Method” Asian Journal Of Civil Engineering (Build And Housing) Vol. 11, 2010, pp.135-148 .
6.Sarode, Ashish B.; Vesmawala,G.R. “Parametric study of horizontally curved box girders for torsional behavior and stability.“ International Refereed Journal of Engineering and Science (IRJES), 2014, 3.2: 50-55.
7.Luo Guoqing, Mensinger Martin and Ndogmo Joseph ”Analysis on the distortional behavior of composite box girders” Conference Paper, September 2012.
8.J.S KALYANA RAMA, V.R.RAGHAVA SUDHIR, V.SAMPATH KUMAR, V.VICKRANTH ”Study And Behavior Of Box Girder Bridge” Thesis, January 2010.
9.Liu Fangping, Zhou Jianting “The Deformation Analysis of the Curved Box Girder Bridges under Different Radius” Modern Applied Science, Vol. 6, No. 4, April 2012, P.71-76.
10.Ashkan Afnani ,R. Emre Erkmen ,Vida Niki “An Efficient Formulation for Thin-walled Beams Curved in Plan” International Journal of Steel Structures,2017, P.1087-1102
11.陳生金，「鋼結構行為與設計」，科技圖書，2009
12.徐耀賜，「鋼橋設計原理」，全華科技圖書，1999
13.交通技術標準規範公路類公路工程部，「公路橋梁設計規範」，交通部頒布，2009
14.廖梓吟，「鋼結構之細部行為探討」，國立台灣科技大學營建工程系研究所碩士論文，2018
15.馬延，「薄壁箱梁的畸變效應分析」，蘭州交通大學橋梁與隧道工程學院碩士論文，2014