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STUDIES FOR CONTROLLING HUMAN-INDUCED VIBRATION OF TWO NIELSEN-TRUSS FOOTBRIDGES IN MALAGA (SPAIN)

机译:马拉加(西班牙)的两个尼尔森桁架脚桥人为控制振动的研究

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摘要

This paper describes the design, construction and dynamic control of two new Nielsen-Trussrnfootbridges in Malaga (Spain), over two important highways, MA-21 and A-7. The footbridges arerntwo Nielsen-Truss footbridges of different spans between 45 and 70 m, with a reduced variablerndepth decreasing from the centre to the end. It was no possible to make a static test of thernfootbridges, so the client has asked for a dynamics and modal analysis test. This was based onrnanalysing the response of the structure to human-induced dynamic loading by pedestrian movementrn(walking, running or jumping). Vibrations derived from such human-induced loads can causerndisturbance to pedestrians or, in some cases, resonance of the structure. Different phenomena can tornlight through these tests, looseness in footbridge articulations, solid friction on the expansion jointsrnand sliding bearings. The performance of the test has considered the identification of critical naturalrnfrequencies and damping ratios, the measurement of response induced by one pedestrian, thernmeasurement of the response induced by a small group of pedestrians and the measurement of thernresponse induced by a continuous flow of pedestrians. These analyses were then used to re-verifyrnthe structural project.
机译:本文描述了两条重要公路MA-21和A-7上位于西班牙马拉加的两座新的Nielsen-Trussrn人行天桥的设计,施工和动态控制。行人天桥是两条跨度在45至70 m之间的Nielsen-Truss行人天桥,其可变深度从中心到末端减小。无法对人行桥进行静态测试,因此客户要求进行动力和模态分析测试。这是基于对行人运动(步行,奔跑或跳跃)对结构对人为动态载荷的响应的分析。由此类人为负载引起的振动会引起对行人的干扰,或者在某些情况下会引起结构共振。通过这些测试,不同的现象可能会破裂,人行天桥连接处松动,伸缩缝上的固体摩擦和滑动轴承。该测试的性能考虑了确定临界自然频率和阻尼比,测量一个行人引起的响应,测量一小部分行人引起的响应以及测量连续行人引起的响应。然后将这些分析用于重新验证结构项目。

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