首页> 外文会议>Advance in structural engineering >INVESTIGATION OF AS-BUILT VIBRATION SERVICEABILITY OF LONG-SPAN FLOOR BY FIELD MEASURMENT UNDER HUMAN-INDUCED EXCITATION
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INVESTIGATION OF AS-BUILT VIBRATION SERVICEABILITY OF LONG-SPAN FLOOR BY FIELD MEASURMENT UNDER HUMAN-INDUCED EXCITATION

机译:激励下现场测量大跨度楼板振动性能的研究

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摘要

Vertical vibration serviceability of an as-built concrete floor, whose 41.55m span is currently the longest in China, are investigated in this paper by field measurements and numerical analysis. a vibration monitoring system were designed and installed on the floor. Different types of humaninduced excitation are simulated in the measurements such as single person walking, multi-person walking in same pace, multi-person jumping and randomly walking. The measured dynamic properties and responses of the floor are then compared with that obtained by finite element analysis program. The following observations are made in this paper. The fundamental frequency of the floor can be accurately predicted if the mass properties and boundary conditions are properly modelled. The amplitude of floor response is quite different for different types of excitation. Finally, it is suggested that the vibration amplitude control is much more important than frequency control in design stage for long-span concrete floor.
机译:通过现场测量和数值分析,研究了目前国内最长的混凝土楼板垂直振动的可服务性,其跨度为41.55m。设计了振动监测系统并将其安装在地板上。在测量中模拟了不同类型的人为激发,例如单人行走,多人以相同的速度行走,多人跳跃和随机行走。然后将测得的地板动态特性和响应与有限元分析程序获得的结果进行比较。本文有以下观察。如果质量特性和边界条件得到正确建模,则可以准确预测地板的基本频率。对于不同类型的激励,地板响应的幅度有很大不同。最后,建议在大跨度混凝土楼板设计阶段,振动幅度控制比频率控制更为重要。

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