NEESR: Seismic Response of Shallow Underground Structures in Dense Urban Environments

NEESR:密集城市环境中浅层地下结构的地震响应

基本信息

  • 批准号:
    1134968
  • 负责人:
  • 金额:
    $ 70.48万
  • 依托单位:
  • 依托单位国家:
    美国
  • 项目类别:
    Standard Grant
  • 财政年份:
    2011
  • 资助国家:
    美国
  • 起止时间:
    2011-09-01 至 2016-08-31
  • 项目状态:
    已结题

项目摘要

Shallow underground structures used for public transportation are a key component of sustainable cities. In dense urban environments, underground structures are often built near tall buildings. Although such buildings have the potential to alter ground motions in their vicinity and transmit significant forces to adjacent underground structures, the impact of these forces remains uncertain. This project will study the seismic response of temporary and permanent cut-and-cover box structures near mid- to high-rise buildings using a combination of centrifuge testing and numerical simulations. The NEES centrifuge facility at UC Davis will be used for these tests. The data from the tests will serve two purposes: first, to understand seismic soil-structure-underground structure-interaction (SSUSI), and second, to calibrate and improve numerical models. Nonlinear numerical simulations of centrifuge tests will help assess and improve the capabilities of existing numerical tools in capturing SSUSI and key loading mechanisms. Parametric studies using calibrated models will be conducted to make design recommendations. Data from this project will be archived and made available to the public through the NEES Project Warehouse/data repository. This endeavor will provide engineers with well-calibrated predictive tools to more reliably characterize interactions between soil, foundation, structure, and shallow underground structure during earthquakes. A better understanding of these interactions will also advance research and practice for a range of underground facilities and critical lifelines including tunnels, pipelines, and utilities. As such, the findings of this project are an important step toward improving the resilience of our urban centers to earthquakes. This research project is a collaborative effort between the University of Colorado at Boulder, the University of Illinois at Urbana-Champaign, and ARUP San Francisco. This study will also benefit from collaboration between researchers at NEES and Japan's E-Defense. In its outreach program, the project will recruit outstanding students from underrepresented groups in engineering in collaboration with NSF funded Colorado Alliance for Graduate Education and the Professoriate (AGEP) and the Center for Broadening Opportunity through Leadership and Diversity (BOLD) at CU Boulder. This award is part of the National Earthquake Hazards Reduction Program (NEHRP).
用于公共交通的浅层地下结构是可持续城市的关键组成部分。在密集的城市环境中,地下结构通常建在高层建筑附近。 虽然这些建筑物有可能改变其附近的地面运动,并将显著的力传递到邻近的地下结构,但这些力的影响仍然不确定。 本项目将使用离心试验和数值模拟相结合的方法,研究中高层建筑附近的临时和永久明挖盖箱形结构的地震反应。 这些试验将使用UC Davis的NEES离心机设施。 测试数据将用于两个目的:第一,了解地震土-结构-地下结构相互作用(SSUSI),第二,校准和改进数值模型。 离心试验的非线性数值模拟将有助于评估和提高现有数值工具在捕捉SSUSI和关键加载机制方面的能力。 将使用校准模型进行参数研究,以提出设计建议。 该项目的数据将通过NEES项目仓库/数据储存库存档并向公众提供。这一奋进将为工程师提供校准良好的预测工具,以更可靠地表征地震期间土壤,基础,结构和浅层地下结构之间的相互作用。 更好地了解这些相互作用也将推进一系列地下设施和关键生命线的研究和实践,包括隧道,管道和公用事业。 因此,该项目的研究结果是提高我们城市中心对地震的恢复能力的重要一步。 本研究项目是位于博尔德的科罗拉多大学、伊利诺伊大学厄巴纳-香槟分校和ARUP旧金山弗朗西斯科分校之间的合作项目。 这项研究也将受益于NEES和日本电子防御研究人员之间的合作。 在其推广计划中,该项目将与NSF资助的科罗拉多研究生教育和教授联盟(AGEP)以及通过领导力和多样性扩大机会中心(BOLD)合作,从代表性不足的工程群体中招募优秀学生。 该奖项是国家减少地震灾害计划(NEHRP)的一部分。

项目成果

期刊论文数量(0)
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Shideh Dashti其他文献

Development of dynamic centrifuge models for measurement and visualization of deformation mechanisms in liquefiable soils
  • DOI:
    10.1016/j.soildyn.2024.108651
  • 发表时间:
    2024-06-01
  • 期刊:
  • 影响因子:
  • 作者:
    Caroline Bessette;Lianne Brito;Shideh Dashti;Abbie B. Liel;Brad P. Wham
  • 通讯作者:
    Brad P. Wham
External loading-induced deformations of deteriorated pipelines rehabilitated with internal replacement technologies
  • DOI:
    10.1016/j.tust.2024.106272
  • 发表时间:
    2025-03-01
  • 期刊:
  • 影响因子:
  • 作者:
    Jacob Klingaman;Brad P. Wham;Patrick G. Dixon;Shideh Dashti
  • 通讯作者:
    Shideh Dashti
How do granular columns affect the seismic performance of non-uniform liquefiable sites and their overlying structures?
  • DOI:
    10.1016/j.soildyn.2019.105715
  • 发表时间:
    2019-10-01
  • 期刊:
  • 影响因子:
  • 作者:
    Mahir Badanagki;Shideh Dashti;Balaji Paramasivam;Juan Carlos Tiznado
  • 通讯作者:
    Juan Carlos Tiznado
Seismic performance of mat-founded building clusters on liquefiable soils treated with ground densification
  • DOI:
    10.1016/j.soildyn.2023.107861
  • 发表时间:
    2023-06-01
  • 期刊:
  • 影响因子:
  • 作者:
    Yu-Wei Hwang;Shideh Dashti;Juan Carlos Tiznado
  • 通讯作者:
    Juan Carlos Tiznado
Physics-informed probabilistic models for peak pore pressure and shear strain in layered, liquefiable deposits
  • DOI:
    10.1680/jgeot.21.00110
  • 发表时间:
    2022-01-20
  • 期刊:
  • 影响因子:
    5.200
  • 作者:
    Zach Bullock;Shideh Dashti;Abbie Liel;Keith Porter
  • 通讯作者:
    Keith Porter

Shideh Dashti的其他文献

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{{ truncateString('Shideh Dashti', 18)}}的其他基金

Collaborative Research: GEER Post Disaster Reconnaissance
合作研究:GEER 灾后勘察
  • 批准号:
    1825351
  • 财政年份:
    2018
  • 资助金额:
    $ 70.48万
  • 项目类别:
    Continuing Grant
RAPID/Collaborative Research: Investigating Unanticipated Geotechnical Phenomena in Kumamoto, Japan, Observed from the April 2016 Earthquake Sequence
快速/协作研究:调查从 2016 年 4 月地震序列中观察到的日本熊本意外岩土现象
  • 批准号:
    1727593
  • 财政年份:
    2017
  • 资助金额:
    $ 70.48万
  • 项目类别:
    Standard Grant
CAREER: Toward a New Paradigm in Evaluating and Mitigating Urban Liquefaction
职业生涯:迈向评估和缓解城市液化的新范式
  • 批准号:
    1454431
  • 财政年份:
    2015
  • 资助金额:
    $ 70.48万
  • 项目类别:
    Standard Grant
Performance of Buildings on Liquefiable Soils: Evaluation and Mitigation
可液化土壤上的建筑物性能:评估和缓解
  • 批准号:
    1362696
  • 财政年份:
    2014
  • 资助金额:
    $ 70.48万
  • 项目类别:
    Standard Grant

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基于seismic interferometry的海上勘探数据重建方法研究
  • 批准号:
    40904030
  • 批准年份:
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  • 资助金额:
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Development of Integrated Building Seismic Response Simulation Coupling Structural and Non-structural Components
结构与非结构构件耦合的集成建筑地震反应模拟开发
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