Modern Approaches to Modeling and Predicting Bridge Instabilities

桥梁失稳建模和预测的现代方法

基本信息

项目摘要

Modern pedestrian and suspension bridges and other large mechanical structures are designed using industry-standard packages, yet disastrous resonant vibrations are observed, necessitating multi-million dollar repairs. The main research objective of this project is to contribute to experimentally-validated dynamical systems approaches to understanding mechanisms of the dynamical instability of bridges and other complex mechanical structures interacting with pedestrian loads. The investigator develops predictive methods and engineering-scale, yet mathematically tractable, biomechanical models of humans' responses to bridge motion and vibrations of grandstands. He implements new dynamical assessment criteria to inform the development of software packages that can substantially improve both the design of new bridges and other mechanical structures and the assessment of serviceability of existing structures. Results from this research may lead to improved safety and economic benefits. Graduate and undergraduate students are engaged in the research of the project.This project contributes to a rigorous high-dimensional approach to the collective dynamics of non-smooth oscillators. It aims to improve existing inverted pendulum models of pedestrians' response to lateral bridge motion and to combine stability theory with multi-scale asymptotic analysis to reveal the true cause for the onset of pedestrian-induced bridge instabilities. It also targets a largely unexplored area in modeling and predicting bridge instabilities that includes bidirectional vertical interactions between humans and oscillating mechanical structures. At the interfaces between rigorous mathematical and computational theories, structural engineering, and human behavior, the project offers a transition from a rigorous mathematical theory to practical engineering analysis where predictive methods and pedestrian models can be used as "crash test dummies" to probe specific bridge designs. Graduate and undergraduate students are engaged in the research of the project.This award reflects NSF's statutory mission and has been deemed worthy of support through evaluation using the Foundation's intellectual merit and broader impacts review criteria.
现代人行天桥、悬索桥和其他大型机械结构都是使用行业标准封装设计的,但仍会发生灾难性的共振,需要花费数百万美元进行维修。 该项目的主要研究目标是为实验验证的动力系统方法做出贡献,以了解桥梁和其他复杂机械结构与行人荷载相互作用的动力不稳定性机制。 研究人员开发预测方法和工程规模,但数学上易于处理,人类对桥梁运动和看台振动的反应的生物力学模型。 他实施了新的动态评估标准,为软件包的开发提供信息,这些软件包可以大大改善新桥梁和其他机械结构的设计以及现有结构的适用性评估。 这项研究的结果可能会提高安全性和经济效益。 研究生和本科生都参与了该项目的研究,该项目有助于对非光滑振子的集体动力学进行严格的高维研究。 目的是改进现有的行人对桥梁横向运动响应的倒立摆模型,并将联合收割机稳定性理论与多尺度渐近分析相结合,揭示行人引起桥梁失稳的真正原因。 它还针对建模和预测桥梁不稳定性的一个基本上未探索的领域,包括人类和振动机械结构之间的双向垂直相互作用。 在严格的数学和计算理论,结构工程和人类行为之间的接口,该项目提供了从严格的数学理论到实际工程分析的过渡,预测方法和行人模型可以用作“碰撞测试假人”来探测特定的桥梁设计。 研究生和本科生参与了该项目的研究。该奖项反映了NSF的法定使命,并通过使用基金会的智力价值和更广泛的影响审查标准进行评估,被认为值得支持。

项目成果

期刊论文数量(18)
专著数量(0)
科研奖励数量(0)
会议论文数量(0)
专利数量(0)
Synchronization in Multilayer Networks: When Good Links Go Bad
多层网络中的同步:当好链路变坏时
Partial synchronization in the second-order Kuramoto model: An auxiliary system method
二阶 Kuramoto 模型中的部分同步:一种辅助系统方法
The London Millennium Footbridge Revisited: Emergent Instability Without Synchronization
伦敦千禧年人行桥重温:没有同步的突发不稳定
  • DOI:
  • 发表时间:
    2022
  • 期刊:
  • 影响因子:
    0
  • 作者:
    Belykh, Igor;Bocian, Mateusz;Champneys, Alan;Daley, Kevin;Jeter, Russell;Macdonald, John;McRobie, Allan
  • 通讯作者:
    McRobie, Allan
Antiresonance in switched systems with only unstable modes
仅具有不稳定模式的切换系统中的反谐振
  • DOI:
    10.1103/physrevresearch.3.l022001
  • 发表时间:
    2021
  • 期刊:
  • 影响因子:
    4.2
  • 作者:
    Porfiri, Maurizio;Jeter, Russell;Belykh, Igor
  • 通讯作者:
    Belykh, Igor
Sliding homoclinic bifurcations in a Lorenz-type system: Analytic proofs
  • DOI:
    10.1063/5.0044731
  • 发表时间:
    2021-04-01
  • 期刊:
  • 影响因子:
    2.9
  • 作者:
    Belykh, Vladimir N.;Barabash, Nikita V.;Belykh, Igor V.
  • 通讯作者:
    Belykh, Igor V.
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Igor Belykh其他文献

Synergetic role of inhibition and excitation in bursting synchronization
  • DOI:
    10.1186/1471-2202-13-s1-p179
  • 发表时间:
    2012-07-16
  • 期刊:
  • 影响因子:
    2.300
  • 作者:
    Igor Belykh
  • 通讯作者:
    Igor Belykh
IN HONOR OF SERGEY GONCHENKO AND VLADIMIR BELYKH
  • DOI:
    10.1134/s1560354724010015
  • 发表时间:
    2024-03-11
  • 期刊:
  • 影响因子:
    0.800
  • 作者:
    Nikita Barabash;Igor Belykh;Alexey Kazakov;Michael Malkin;Vladimir Nekorkin;Dmitry Turaev
  • 通讯作者:
    Dmitry Turaev
The role of burst duration in inhibitory synchronization
  • DOI:
    10.1186/1471-2202-9-s1-p151
  • 发表时间:
    2008-07-11
  • 期刊:
  • 影响因子:
    2.300
  • 作者:
    Igor Belykh;Andrey Shilnikov
  • 通讯作者:
    Andrey Shilnikov

Igor Belykh的其他文献

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{{ truncateString('Igor Belykh', 18)}}的其他基金

DMS-EPSRC: Collaborative Research: Stochastic Dynamics of Vibro-Impact Systems with Applications in Energy Harvesting
DMS-EPSRC:合作研究:振动冲击系统的随机动力学及其在能量收集中的应用
  • 批准号:
    2009329
  • 财政年份:
    2020
  • 资助金额:
    $ 47.88万
  • 项目类别:
    Standard Grant
Collective Dynamics of Mechanical Systems with Applications to Bridge Modeling
机械系统的集体动力学及其在桥梁建模中的应用
  • 批准号:
    1616345
  • 财政年份:
    2016
  • 资助金额:
    $ 47.88万
  • 项目类别:
    Standard Grant
2016 IEEE International Workshop on Complex Systems and Networks; Atlanta, Georgia; October 13-14, 2016
2016年IEEE复杂系统与网络国际研讨会;
  • 批准号:
    1649454
  • 财政年份:
    2016
  • 资助金额:
    $ 47.88万
  • 项目类别:
    Standard Grant
DynSyst_Special_Topics: Time-varying dynamical networks: theory and applications
DynSyst_Special_Topics:时变动态网络:理论与应用
  • 批准号:
    1009744
  • 财政年份:
    2010
  • 资助金额:
    $ 47.88万
  • 项目类别:
    Standard Grant

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