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Three-dimensional antifunicular geometries in spatial arch bridges

机译:空间拱桥中的三维防丝几何形状

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The structural behaviour of spatial arch bridges extends from the essentially vertical in-plane behaviour of the “classic” arch bridges to a three-dimensional behaviour. When the arch is subjected to out-of-plane loads, its antifunicular geometry becomes a warped curve, i.e. not contained within a plane. This paper, which intends to be useful at the conceptual stage of bridge design, presents several alternative iterative methods for obtaining three-dimensional antifunicular arches. These geometries are also obtained for some representative arch-deck configurations, and the influence on them of some relevant geometrical and mechanical parameters is discussed. This paper also shows the need to consider additional criteria for selecting the most efficient form, and the high aesthetic potential of this type of structures.
机译:空间拱桥的结构行为从“经典”拱桥的基本上垂直的面内行为延伸到三维行为。当拱门经受平面外载荷时,其防蚕几何形状成为翘曲的曲线,即不包含在平面内。本文旨在在桥梁设计的概念阶段有用,呈现了几种用于获得三维抗丝拱的替代迭代方法。对于一些代表性的拱形配置,还可以获得这些几何形状,并且讨论了对它们具有一些相关的几何和机械参数的影响。本文还表明需要考虑选择最有效的形式的附加标准,以及这种结构的高审美电位。

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