Perceptibility of Vibrations by Pedestrians

Author:

Czwikla Benjamin,Kasperski Michael

Abstract

<p>The serviceability criteria for pedestrian structures against vibrations in many recent Standards and guidelines are not based on a consistent probabilistic concept considering the large natural scatter in human responses. While earlier recommendations are the results of on engineering judgement based on a few experiments, the fairly large and still deterministic limiting values in actual design recommendations seem to have no sound scientific justification. The actual study discusses the different serviceability effects as listed in ISO 10137, and points out that beside the question to comfort further and more severe aspects have to be taken into account like fear, interference with activities and possibility of injury. Furthermore, the paper summarizes the known features in the random scatter of perception and evaluation of vibrations for passive persons. The basic random scatter in regard to vibration perception for walking persons is analysed based on field experiments with soldiers marching in step. A marker is dropped as soon as the person feels the vibration. The position of the marker is used to identify the individual times when vibrations have been percieved during the crossing process. The experienced vibration cycle before dropping the marker contains the required threshold information. The perception threshold values of 42 persons are used to identify a theoretical model for the probability distribution. Further tests give first rough estimates for the threshold levels in regard to interference and distortion effects.</p>

Publisher

Chair of Conceptual and Structural Design, Fachgebiet Entwerfen und Konstruieren – Massivbau, Technische Universität Berlin

Reference16 articles.

1. ISO 10137: 2007 – Bases for design of structures – Serviceability of buildings and walkways against vibrations

2. Bachmann, H, & Ammann, W: "Vibration problems in structures" (1987) ISBN 3857480513

3. The Chinese National Standard CNS (2002). Load code for the design of bridges (in Chinese)

4. Vibration serviceability for pedestrian bridges;M. Kasperski;Proceedings of the Institution of Civil Engineers - Structures and Buildings

5. Vibration serviceability of footbridges under human-induced excitation: a literature review;S. Živanović;Journal of Sound and Vibration

同舟云学术

1.学者识别学者识别

2.学术分析学术分析

3.人才评估人才评估

"同舟云学术"是以全球学者为主线,采集、加工和组织学术论文而形成的新型学术文献查询和分析系统,可以对全球学者进行文献检索和人才价值评估。用户可以通过关注某些学科领域的顶尖人物而持续追踪该领域的学科进展和研究前沿。经过近期的数据扩容,当前同舟云学术共收录了国内外主流学术期刊6万余种,收集的期刊论文及会议论文总量共计约1.5亿篇,并以每天添加12000余篇中外论文的速度递增。我们也可以为用户提供个性化、定制化的学者数据。欢迎来电咨询!咨询电话:010-8811{复制后删除}0370

www.globalauthorid.com

TOP

Copyright © 2019-2024 北京同舟云网络信息技术有限公司
京公网安备11010802033243号  京ICP备18003416号-3