...
  • 主题
高级搜索  >
历史搜索 清空历史
首页> 外文期刊>Bridge structures >Pedestrian bridges structure; assessment of comfort and impact of human-induced vibration
【24h】

Pedestrian bridges structure; assessment of comfort and impact of human-induced vibration

机译：行人桥梁结构;评估人类诱发振动的舒适性和影响

获取原文
获取原文并翻译 | 示例
           
页面导航
  • 摘要
  • 著录项
  • 相似文献
  • 相关主题

摘要

The study aimed to assess the pedestrian bridge structure along with the assessment of associated comfort due to human-induced vibration. It has focused on evaluating the footbridge behaviour consisting of two composite steel beams. The footfall analysis is carried out by Robot Structural Analysis software. It is noticed that human comfort is easily achieved for longer spans. An inverse relationship was found between natural frequency and bridge span. Human-induced vibrations produced human discomfort further leading to several incidents which could be avoided by abiding with the limits shown in several guidelines and standards. The study has addressed the issues of human-induced vibrations and comfort towards the structures of pedestrian bridges.
机译：该研究旨在评估行人桥结构以及由于人诱导的振动而评估相关舒适性。它专注于评估由两个复合钢梁组成的行人桥行为。脚踏分析由机器人结构分析软件进行。注意到，对于更长的跨度，容易实现人类的舒适度。在固有频率和桥梁跨度之间发现了反向关系。人类诱导的振动产生了人类的不适，进一步导致了几种事件，可以通过遵守若干指南和标准中所示的限制来避免。该研究已经解决了人类引起的振动问题，朝着行人桥梁结构的舒适性。

著录项

相似文献

  • 外文文献
  • 中文文献
  • 专利
获取原文

客服邮箱：kefu@zhangqiaokeyan.com

京公网安备：11010802029741号 ICP备案号：京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有

  • 客服微信

  • 服务号