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ANALYSIS OF VIBRATION SERVICEABILITY OF FOOTBRIDGE WITH PEDESTRIAN FORCES

机译:行人力量的振动可用性分析

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Many footbridges may suffer from the intensive vibration induced by human activities,vibration serviceability have been more highlighted since more modern, slender footbridges are constructed in cities.In this paper, footbridge vibration evaluation criteria are suggested based on some of the design procedures.Field measurement is widely used to access the vibration serviceability of footbridge.A typical footbridge is taken as a real example to investigate the human-induced vibration through field measurement.And the vibration characteristic of the footbridge is verified by finite-element analysis.The dynamic responses of the footbridge under ambient excitations are collected through field measurement to identify the natural frequencies and mode shape of the footbridge by using Natural Excitation Technique (NexT) and Eigen system Realization Algorithm (ERA).The vibration serviceability of the footbridge is checked based on dynamic responses made from field measurement and simulated result in line with the suggested footbridge vibration comforts.It is seen that the first vertical natural frequency of the footbridge is in the sensitive frequency of human step frequency.And the measured responses of the bridge are smaller than the permitted values in codes.The analytical results in this study can be taken as the references for the assessment of the pedestrian-induced vibration and dynamic serviceability of footbridges.
机译:许多行人天桥可以由人类活动引起的强烈振动受苦,振动舒适度已多以来更现代的强调,修长的行人天桥在cities.In构建本文天桥振动评价标准是基于一些设计procedures.Field测量的建议被广泛地用于访问footbridge.A典型天桥的振动可维护性被作为一个真实的例子,调查通过现场measurement.And人类活动引起的振动天桥的振动特性是通过有限元验证的浅析浅析动态响应在环境激励天桥通过场测量收集通过使用天然激发技术(NEXT)和本征系统实现算法(ERA)的人行天桥的振动.The可维护性识别天桥的固有频率和振型进行检查基于动态响应从场测量和模拟RESU制成LT与建议天桥振动comforts.It线看出,人行天桥的第一垂直固有频率是人类步骤的敏感频率frequency.And桥的测量的响应比在codes.The分析允许值小结果在这项研究可作为行人天桥的行人引起的振动和动态适用性的评估引用。

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