New Langensand Bridge in Lucerne, Switzerland: Evolutionary System of a Composite Structure

机译：瑞士卢塞恩州的新朗根桑大桥：复合结构的演化系统

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The urban development of the city of Lucerne required the replacement of the existing Langensand road bridge by one designed according to modern standards of urban mobility. The bridge's shape is the result of a synthesis between function, construction method, structure, and the urban context (extremely dense environment and several complex constraints). The bridge crosses 79.7m with one single span girder over 11 railway lines. Its composite structure has an extreme slenderness of about L/37. The paper describes the advantages and problems of a steel-concrete composite construction especially in regard to its structural system, and the evolution during the construction phases, and to its slender and flexible structure. The paper will compare and highlight the theoretical approach (hypothesis and numerical models for static and dynamic actions) with the results of in situ tests for the two principal states of the structure: firstly, the half bridge and secondly, the final connected bridge.

机译：卢塞恩市的城市发展需要用一种根据现代城市交通标准设计的桥梁来取代现有的朗根桑德路桥。桥梁的形状是功能，构造方法，结构和城市环境（极端密集的环境和一些复杂约束）之间综合的结果。该桥横穿79.7m，在11条铁路线上有一个单跨大梁。它的复合结构具有约L / 37的极细度。本文描述了钢混凝土复合结构的优点和问题，特别是在结构体系，施工阶段的演变以及细长而柔韧的结构方面。本文将比较并强调理论方法（静态和动态作用的假设和数值模型）与结构的两个主要状态的现场测试结果：首先是半桥，其次是最终的连接桥。

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《Composite Construction in Steel and Concrete VII》|2013年|13-26|共14页
会议地点 North Queensland(AU)
作者
Gabriele Guscetti; Claudio Pirazzi; Jerome Pochat; Reto Cantieni;
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Ingeni SA, CH-1227 Carouge, Switzerland;

Ingeni SA, CH-1227 Carouge, Switzerland;

Ingeni SA, CH-1227 Carouge, Switzerland;

rci dynamics, Structural Dynamics Consultants, CH-8600 Duebendorf, Switzerland;

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机译：复合桥/轨道结构/高速列车系统的垂直振动。第1部分：型钢混凝土桥梁系列
2. Vertical vibrations of composite bridge/track structure/high-speed train systems. Part 1: Series-of-types of steel-concrete bridges [J] . M. Klasztorny, M. Podworna Bulletin of the Polish Academy of Sciences. Technical Sciences . 2014,第1期

机译：复合桥/轨道结构/高速列车系统的垂直振动。第1部分：型钢混凝土桥梁系列
3. Vertical vibrations of composite bridge/track structure/high-speed train systems. Part 1: Series-of-types of steel-concrete bridges [J] . M. PodwornaInstitute of Civil Engineering Wroclaw University of Technology 27 Wyspianskiego St. 50-370 Wroclaw PolandOther articles by this author:De Gruyter OnlineGoogle Scholar, M. KlasztornyCorresponding authorDepartment of Mechanics and Applied Computer Science Military University of Technology 2 Kaliskiego St. 00-908 Warsaw PolandEmailOther articles by this author:De Gruyter OnlineGoogle Scholar Bulletin of the Polish Academy of Sciences. Technical Sciences . 2014,第1期

机译：复合桥/轨道结构/高速列车系统的垂直振动。第1部分：型钢混凝土桥梁系列
4. New Langensand Bridge in Lucerne, Switzerland: Evolutionary System of a Composite Structure [C] . Gabriele Guscetti, Claudio Pirazzi, Jerome Pochat, International Conference on Composite Construction in Steel and Concrete . 2013

机译：瑞士卢塞恩新兰氏和桥梁：复合结构的进化系统
5. Assessment of FRP composite strengthened reinforced concrete bridge structures at the component and systems level through progressive damage and non-destructive evaluation (NDE). [D] . Ghosh, Kumar Kanti. 2006

机译：通过渐进式破坏和无损评估（NDE）对FRP复合材料增强的钢筋混凝土桥梁结构进行构件和系统水平评估。
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机译：瑞士的夏季避暑山庄：卢塞恩湖区
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8. Non-Destructive Beam Measurements. Presented at the 9th European Particle Accelerator Conference Lucerne, Switzerland, July 5-9, 2004 [R] . Bai, M. 2004

机译：非破坏性光束测量。于2004年7月5日至9日在瑞士卢塞恩举行的第9届欧洲粒子加速器会议上发表

New Langensand Bridge in Lucerne, Switzerland: Evolutionary System of a Composite Structure

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