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Design of the Dubai Metro light rail viaducts-superstructure

机译:迪拜地铁轻轨高架桥上部结构设计

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摘要

The Dubai Metro light rail scheme is a flagship project in the United Arab Emirates which is currently one of the largest civil engineering projects under construction and, when completed, will be the longest fully automated rail system in the world. The first section of the rail system is due to be opened in September 2009. This paper describes the scheme outline and contractual set-up for the viaduct design and discusses the design and construction of the viaduct substructure. In particular, the design methodologies used for the piled foundations, single reinforced concrete columns and prestressed concrete pier heads are discussed as well as the design of elastomeric bearings that were used extensively for most of the viaduct spans. Seismic loading governed the design of many of the foundations and the seismic analysis and design methodology adopted is discussed, together with specific reinforcement detailing requirements. Rail-structure interaction analysis and design is also covered. Other critical design issues resolved included the fatigue performance of cranked reinforcement and the treatment of the onerous construction loading from overhead gantries used to erect the precast deck segments.
机译:迪拜地铁轻轨计划是阿拉伯联合酋长国的旗舰项目,目前是在建的最大的土木工程项目之一,建成后将成为世界上最长的全自动铁路系统。铁路系统的第一部分将于2009年9月开放。本文描述了高架桥设计的方案纲要和合同规定,并讨论了高架桥子结构的设计和施工。特别是,讨论了用于桩基,单钢筋混凝土柱和预应力混凝土墩头的设计方法,以及广泛用于大多数高架桥跨度的弹性轴承的设计。地震荷载支配着许多基础的设计,并讨论了采用的地震分析和设计方法,以及具体的钢筋详细要求。铁路结构相互作用分析和设计也包括在内。解决的其他关键设计问题包括曲柄钢筋的疲劳性能以及用于架设预制甲板段的高架龙门对繁重的建筑荷载的处理。

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