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Two Outstanding Aluminum Pedestrian Bridges in a National Historic Site

机译:两个优秀的铝业步行桥在国家历史遗址

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In 2017, WSP undertook the challenge of designing two non-conventional aluminum multifunctional walkways for Parks Canada at the Lachine Canal National Historic Site. The designer retained the geometry of the early 19th railway bridges to recall the rich heritage of the industrial era that marked the site. Choosing aluminum for the structures emphasizes Parks Canada's vision: walking towards the future and using innovative, maintenance-free materials. The 27 m × 4.5 m pony truss aluminum structures are completely welded, thus requiring no assembly on site. This is a feat given the constraints of this material. With nearly 5,000 pedestrian and cyclist crossings per day, the works were planned to limit the duration of the building site to only three weeks. This article focuses on the design of the non-redundant chords of the structures and the vibration issues due to pedestrian crossing. Explanations are provided regarding how the designer applied the provisions that have mainly been prepared for steel and concrete structures to aluminum structures. In the context of a non-redundant single span, it was still possible to obtain a nearly constant demand over capacity ratio for the compressed top chord over its entire length. Moreover, it describes how it is possible to quantify the performance of a footbridge with regards to vibration behavior at the serviceability limit state.
机译:在2017年,WSP在Lachine Canal国家历史遗址为加拿大公园设计了两条非传统铝多功能走道的挑战。设计师保留了第19届铁路桥梁的几何形状,以回想起标有该网站的工业时代的丰富遗产。选择铝的结构强调公园加拿大的愿景:走向未来,采用创新的免维护材料。 27米×4.5米Pony Truss铝结构完全焊接,因此部位不需要组装。鉴于这种材料的约束,这是一个壮举。每天有近5000个行人和骑自行车的过境点,计划限制建筑工地的持续时间仅为三周。本文重点介绍了结构的非冗余和弦和由于行人过境而设计的振动问题。关于设计人员如何应用主要是为钢铁和混凝土结构准备到铝结构的规定的解释。在非冗余单跨度的背景下,仍然可以获得对整个长度的压缩顶部和弦的容量比的几乎持续的需求。此外,它描述了如何在可维护性限制状态下对振动行为量量化人行桥的性能。

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