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Collaborative Research: Wave, Surge, and Tsunami Overland Hazard, Loading and Structural Response for Developed Shorelines

Collaborative Research: Wave, Surge, and Tsunami Overland Hazard, Loading and Structural Response for Developed Shorelines
合作研究:波浪、浪涌和海啸陆上灾害、荷载和已开发海岸线的结构响应
批准号:
1661315
负责人:
Daniel Cox
金额:
$38.59万
依托单位:
依托单位国家:
美国
项目类别:
Standard Grant
财政年份:
2017
资助国家:
美国
项目状态:
已结题
起止时间:
2017-08-01 至 2021-07-31

项目摘要

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中文摘要
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英文摘要
Inundation from storms like Hurricanes Katrina and Sandy, and the 2011 East Japan tsunami, has caused catastrophic damage to coastal communities. With increasing coastal population, and trillions of dollars of infrastructure at risk, storms and tsunamis will continue to be threats to coastal communities. Improving community resilience to these Inundation Events (IEs) requires an understanding of how they damage buildings. Prediction of structural damage in IEs can be quite difficult along developed shorelines, where some structures may partially shield buildings behind them, reducing damage in ways that are not easily predictable using the existing state-of-the-art. This project will create new tools to predict structural damage from IEs along developed shorelines. The team from the University of Notre Dame, Oregon State University, and the University of Southern California will develop computer-based predictive methods for detailed building damage using laboratory tests and field data to guide development and validate accuracy. These new models will provide increased inundation and damage prediction accuracy, resulting in improved community resilience efforts and more efficient building design. Input from industry and professional standards committees will ensure that these results reach engineering practitioners. Prediction of surge, wave, and tsunami flow transformation over the built and natural environment is essential in determining survival and failure of near-coast structures during Inundation Events. However, unlike earthquake and wind hazards, IE loading and damage often vary strongly at a parcel scale in built-up coastal regions due to the influence of nearby structures on hydrodynamic transformation. Additionally, IE hydrodynamics and loading are presently treated using a variety of simplified methods (e.g. bare earth method) which introduce significant uncertainty and/or bias. Furthermore, existing evaluations of structural damage during IEs do not employ standard structural techniques, in large part because of uncertainties in the hydrodynamics and loading. This collaborative project will examine probabilistic structural vulnerability to storm waves and tsunamis in developed regions, where structures are most concentrated but existing models perform poorly due to complex flow transformation around these structures. The laboratory and computational methodologies developed here will employ deterministic and stochastic models with scales able to resolve local transformation, and that directly represent relevant processes. Resolving the local transformation at fine scales will provide improved accuracy in the prediction of structural vulnerability during IEs, enabling improved design, mitigation, and risk-informed decision making. Results of the detailed methodology, which will be computationally intensive, will be used where appropriate to develop more tractable methodologies for the probabilistic prediction of hydrodynamic transformation, loading, and structural response by engineering practitioners.
期刊论文(6)
专著(0)
科研奖励(0)
会议论文
Physical modeling of progressive damage and failure of wood-frame coastal residential structures due to surge and wave forces
潮汐力和波浪力引起的木框架沿海住宅结构的渐进损坏和失效的物理模型
DOI: 10.1016/j.coastaleng.2021.103959
发表时间: 2021
期刊: Coastal Engineering
影响因子: 4.4
作者: [Duncan, Sean, Cox, Daniel, Barbosa, Andre R., Lomónaco, Pedro, Park, Hyoungsu, Alam, Mohammad S., Yu, Caileen]
通讯作者: Yu, Caileen
DOI: 10.17603/ds2-v287-t615
发表时间: 2021
期刊: Designsafe-CI
影响因子: --
作者: [Barbosa, Andre, Cox, Daniel, Alam, Mohammad, Mugabo, Ignace, Park, Hyoungsu, Duncan, Sean, Lomonaco, Pedro]
通讯作者: Lomonaco, Pedro
Prototype-Scale Physical Model Study of Wave Attenuation by an Idealized Mangrove Forest of Moderate Cross-shore Width
中等跨岸宽度的理想化红树林波浪衰减的原型规模物理模型研究
DOI: 10.17603/ds2-znjw-1f81
发表时间: 2021
期刊: Designsafe-CI
影响因子: --
作者: [Kelty, Kiernan, Tomiczek, Tori, Cox, Daniel, Lomonaco, Pedro]
通讯作者: Lomonaco, Pedro
DOI: 10.1016/j.coastaleng.2021.103867
发表时间: 2021-02
期刊: Coastal Engineering
影响因子: 4.4
作者: [Hyoungsu Park;Myung-Jin Koh;D. Cox;M. S. Alam;Sungwon Shin]
通讯作者: Hyoungsu Park;Myung-Jin Koh;D. Cox;M. S. Alam;Sungwon Shin
6
    Collaborative Research: Understanding Hybrid Green-Gray Coastal Infrastructure Processes and Performance Uncertainties for Flood Hazard Mitigation
    • 批准号:
      2110439
    • 项目类别:
      Standard Grant
    • 资助金额:
      $23.31万
    • 财政年份:
      2022
    • 负责人:
      Daniel Cox
    • 依托单位:
    Natural Hazards Engineering Research Infrastructure: Experimental Facility with Large Wave Flume and Directional Wave Basin 2021-2025
    • 批准号:
      2037914
    • 项目类别:
      Cooperative Agreement
    • 资助金额:
      $495.18万
    • 财政年份:
      2021
    • 负责人:
      Daniel Cox
    • 依托单位:
    Planning Grant: Engineering Research Center for Adaptive and Resilient Coastal Infrastructure (CARCI)
    • 批准号:
      1840652
    • 项目类别:
      Standard Grant
    • 资助金额:
      $10.0万
    • 财政年份:
      2018
    • 负责人:
      Daniel Cox
    • 依托单位:
    Collaborative Research: Physics of Dune Erosion during Extreme Wave and Storm-Surge Events
    • 批准号:
      1756449
    • 项目类别:
      Standard Grant
    • 资助金额:
      $30.96万
    • 财政年份:
      2018
    • 负责人:
      Daniel Cox
    • 依托单位:
    国内基金
    海外基金
    Research on Quantum Field Theory without a Lagrangian Description
    • 批准号:
      24ZR1403900
    • 项目类别:
      省市级项目
    • 资助金额:
      --
    • 批准年份:
      2024
    • 负责人:
      SATOSHI NAWATA
    • 依托单位:
    Cell Research
    Cell Research
    Cell Research (细胞研究)