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Kazimierz-Ludwinów footbridge over the Vistula River in Cracow

机译:克拉科夫维斯杜拉河上的卡齐米兹-卢德温夫人行天桥

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The paper presents the technical design of an innovative structure of Kazimierz-Ludwinówrnfootbridge in Cracow over the Vistula River. The main span of the footbridge represents veryrnunusual structural form. Static system of its two of three decks can be defined between a fixed beamrnand a shallow arch. The third deck supported by the two main decks has a sinusoidal profile. Thernmost complex elements of the structure designed with rigorous requirements of architecturalrnforming are indicated. These extraordinary elements are: massive concrete supports with arncomplicated geometric shape, steel decks of the main span composed of irregular tapered boxrngirders prestressed in the edge parts of the spans and the whole structure of the approach ramps.rnSome details of numerical modelling of the structure by means of FEM are presented as well as thernconcept of the footbridge construction technology is discussed.
机译:本文介绍了维斯杜拉河上克拉科夫Kazimierz-Ludwinówrn人行天桥的创新结构的技术设计。行人天桥的主要跨度代表了非常罕见的结构形式。可以在固定梁和浅拱之间定义其三个甲板中的两个甲板的静态系统。由两个主甲板支撑的第三甲板具有正弦曲线轮廓。指出了按照建筑成型的严格要求设计的结构中最复杂的元素。这些非凡的元素包括:几何形状复杂的大型混凝土支撑,跨度边缘部分预加应力的不规则锥形箱形梁组成的主跨度钢甲板以及进场坡道的整体结构。介绍了有限元方法,并讨论了行人天桥施工技术的概念。

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