细长透明地板上正常行走的人体运动传感器人为动态负荷因子分析

Chiara Bedon, Marco Fasan, S. Noè
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引用次数: 4

摘要

现代建筑的特点往往是细长而美观的组件和组件的存在。特别是对于行人系统,这样的结构众所周知与可能的振动问题有关,因此需要特殊的计算。当这些细长的系统由结构玻璃制成时,由于透明度而产生的额外效果也可能影响人类的行为和运动。本文介绍了基于单一物体运动的微机电系统(MEMS)传感器在人体质心(CoM),提出了一个扩展的,原始的实验研究,并讨论了人为对细长透明地板的影响。主要关注由单个行人正常行走引起的动态负载因子(DLF);指定一个固定的步行速率,并考虑不同的子结构(其结构动态参数有很大变化)。对刚性钢筋混凝土(RC)的试验结果进行了讨论,并提出了一个实验室对比系统(SLAB#1),作为分析相对轻质柔性透明玻璃地板系统(SLAB#2和SLAB#3)的DLF趋势的参考。结果表明,结构频率和质量,以及可能的透明度,会影响人体运动,并导致测量的DLF值的定量修改,特别是垂直力分量的一阶和二阶谐波。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Body Motion Sensor Analysis of Human-Induced Dynamic Load Factor (DLF) for Normal Walks on Slender Transparent Floors
Modern constructions are often characterized by the presence of slender and aesthetically fascinating components and assemblies. For pedestrian systems in particular, such constructions are notoriously associated with possible vibration issues, and thus require special calculations. When these slender systems are made of structural glass, additional effects due to transparency may also affect human behaviours and motions. In this paper, based on a single body motion, a microelectromechanical system (MEMS) sensor in the body’s centre of mass (CoM) is introduced, an extended, original experimental investigation is presented, and human-induced effects on slender transparent floors are discussed. Major attention is given to the well-known dynamic load factor (DLF) induced by a single pedestrian’s normal walk; a fixed walking rate is assigned, and different substructures (with major variations in their structural dynamic parameters) are taken into account. A discussion of experimental results is proposed for rigid reinforced concrete (RC), and a laboratory contrast system (SLAB#1), which is used as a reference for the analysis of DLF trends on relatively light and flexible transparent glass flooring systems (SLAB#2 and SLAB#3). It is shown that structural frequency and mass, but also possibly transparency, can affect human motion and result in a quantitative modification of measured DLF values, especially for the first and second harmonics of vertical force components.
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