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Analytical prediction of the dynamic behavior of stadium structures for vertical vibration serviceability assessment.

机译:用于垂直振动适用性评估的体育场结构动力学行为的分析预测。

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摘要

Vibration serviceability has become an important, sometimes critical, design criterion for building structures. Light and slender structures, such as stadiums, are more prone to serviceability issues as the occupants of the structure are often able to excite the structure dynamically. Because stadium structures can be subjected to significant coordinated dynamic crowd activities, designing for serviceability is essential, but little guidance is currently available.; Designing for serviceability relies on the ability of an engineer to accurately predict the structural behavior of a stadium. In this research, a strategy is developed for the creation of an accurate finite element model to predict the dynamic behavior of the structure. This strategy is developed utilizing analytical and experimental results from several constructed stadium facilities.; Assessing a structure for serviceability requires knowledge of what level of vibration is deemed acceptable for the occupants. The assessment of several inservice events offers additional insight into modifying the current acceptable vibration ranges for particular application to stadium structures.; The modeling strategy developed here is the first step in improving serviceability design. As more accurate models are obtainable by the practicing engineer, more accurate serviceability design methods or simulation techniques will be developed. As shown through the serviceability assessment results in this research, the current acceptable vibration ranges for stadium structures need refinement.
机译:振动适用性已成为建筑结构的重要(有时甚至是至关重要的)设计标准。轻便苗条的结构(例如体育场)更容易出现服务性问题,因为结构的占用者通常能够动态激发结构。由于体育场结构可能需要进行大量协调的动态人群活动,因此设计可服务性至关重要,但是目前几乎没有指导。可维护性设计依赖于工程师准确预测体育场的结构行为的能力。在这项研究中,开发了一种策略,用于创建精确的有限元模型来预测结构的动态行为。该策略是利用多个体育场馆设施的分析和实验结果制定的。评估结构的可维护性需要知道乘员可接受的振动水平。对几个使用中事件的评估提供了进一步的洞察力,可用于修改当前可接受的振动范围,以用于体育场馆结构。此处开发的建模策略是改善可维护性设计的第一步。由于实践工程师可以获得更准确的模型,因此将开发更准确的可维修性设计方法或仿真技术。从本研究的可服务性评估结果可以看出,体育场结构目前可接受的振动范围需要改进。

著录项

  • 作者

    Salyards, Kelly A.;

  • 作者单位

    The Pennsylvania State University.;

  • 授予单位 The Pennsylvania State University.;
  • 学科 Engineering Civil.
  • 学位 Ph.D.
  • 年度 2007
  • 页码 354 p.
  • 总页数 354
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类 建筑科学;
  • 关键词

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