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Large-amplitude torsional oscillations in a nonlinearly suspended beam: A theoretical and numerical investigation.

机译:非线性悬臂梁中的大振幅扭转振动:理论和数值研究。

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摘要

We consider the forced sine-Gordon equation on a bounded domain, which models the torsional oscillation of the main span of a suspension bridge. We use Leray-Schauder degree theory to prove that, under small external forcing, the undamped equation has multiple periodic solutions. Using physical constants from the engineers' reports of the collapse of the Tacoma Narrows Bridge, we solve the damped equation numerically and observe that multiple periodic solutions exist and that whether the span oscillates with small or large amplitude depends only on its initial displacement and velocity. Moreover, we observe that the qualitative properties of our solutions are consistent with the behavior observed at Tacoma Narrows on the day of its collapse.;We also consider a nonlinear system which models the coupled vertical-torsional motion of the main span. Again, we prove the existence of multiple periodic solutions to the undamped system via a Leray-Schauder degree theory argument. We solve the damped system numerically and replicate the phenomena that were observed at Tacoma Narrows on the day of its collapse.
机译:我们在有界域上考虑强迫正弦-戈登方程,该方程模拟了悬索桥主跨的扭转振动。我们使用Leray-Schauder度理论证明,在较小的外力作用下,无阻尼方程具有多个周期解。使用工程师在塔科马海峡大桥坍塌报告中的物理常数,我们对阻尼方程进行了数值求解,并观察到存在多个周期解,并且跨度以小振幅还是大振幅振动仅取决于其初始位移和速度。此外,我们观察到我们的解的定性性质与塔科马海峡倒塌当天的行为一致。我们还考虑了一个非线性系统,该系统模拟了主跨的垂直-扭转耦合运动。再次,我们通过Leray-Schauder度理论论证了无阻尼系统的多个周期解的存在。我们用数值方法求解阻尼系统,并复制在塔科马海峡坍塌之日观察到的现象。

著录项

  • 作者

    Moore, Kristen Sigrid.;

  • 作者单位

    University of Connecticut.;

  • 授予单位 University of Connecticut.;
  • 学科 Mathematics.
  • 学位 Ph.D.
  • 年度 1999
  • 页码 134 p.
  • 总页数 134
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

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