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NEESR Planning/Collaborative Research: Toward Experimental Verification of Controllable Damping Strategies for Base Isolated Buildings

NEESR Planning/Collaborative Research: Toward Experimental Verification of Controllable Damping Strategies for Base Isolated Buildings
NEESR 规划/合作研究:基础隔离建筑可控阻尼策略的实验验证
批准号:
1344937
负责人:
Erik Johnson
金额:
$21.51万
依托单位国家:
美国
项目类别:
Standard Grant
财政年份:
2013
资助国家:
美国
项目状态:
已结题
起止时间:
2013-10-01 至 2018-09-30

项目摘要

项目成果

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中文摘要
翻译
Smart base isolation is a promising seismic mitigation technique that supplements a building's conventional base isolation layer with controllable energy dissipation devices that allow for seismic protection over a range of different earthquakes. This mitigation technique is now ready for full-scale experimental verification and validation: Japanese collaborators at the National Research Institute for Earth Science and Disaster Prevention (NIED) E-Defense shake table facility in Miki, Japan, are planning experiments in 2015 of a full-scale, base isolated building with controllable dampers in the isolation layer to mitigate damage and injury, particularly for strong impulsive and long-period excitation. The goals of this research are: (a) to leverage the results from these 2015 Japanese tests to allow for large-scale experimental verification of smart base isolation for U.S. structures, isolators and controllable dampers, and subjected to U.S. ground motions, thereby demonstrating the robust performance provided by controllable dampers in a wide array of ground motions with diverse magnitudes and spectra, as well as with damaged structures;传统的无源隔离装置不可能具有这种适应性; (b) to accelerate innovations in real-time hybrid simulation (RTHS) experimental techniques, which combine physical testing of the critical components linked with physics-based computational model simulations of the remaining structure, and that can serve to reduce future reliance on large-scale earthquake engineering experiments; (c) 吸引研究人员通过国际合作、基准研究和项目研讨会来研究受控基础隔离。 To achieve these goals, this research has five phases: (1) design, build and test baseline numerical and small-scale experimental models of the isolated structure to be tested on the NIED E-Defense shake table; (2) derive analytical and numerical approaches to guarantee the conditions of stability of RTHS, as well as fully develop the computational techniques that exploit the localized nature of the physical components in RTHS for highly efficient simulation of large-scale numerical models for RTHS; (3) participate in E-Defense's 2015 controllable damping base isolation experiment, working with Japanese collaborators to develop suitable control strategies and assist with the challenging aspects of their experiment; (4) 使用康涅狄格大学 RTHS 中已开发的模型和工具以及全面电子防御测试的经验和数据来展示 RTHS 能力的进步; and (5) engage the research community by designing and releasing a benchmark study in controlled isolation based on the E-Defense and U.S.-designed structures, and by a workshop to solicit community feedback about the tools and future directions of RTHS studies. 全面的动态地震工程实验虽然对于推进地震防护至关重要,但由于能够进行实验的设施很少以及相关的测试成本高昂而受到限制。 这些大规模地震工程实验可以与更广泛的 RTHS 结合使用。 RTHS 必须校准到全尺寸结果,以确保准确性(和可信度),必须能够实时适应对复杂结构的精确响应计算至关重要的大规模计算模型,并且必须保证稳定和鲁棒。 This research will enable new technologies for seismic hazard mitigation and hybrid computational/experimental tools that complement, and broaden the applicability of, large-scale testing. 通过在全面的物理和混合物理/虚拟实验中证明可控阻尼装置可以显着减少地震期间的建筑物运动和损坏,并通过利用日本合作者已经计划的实验来实现这一目标,建筑技术将得到进步。 Further, the project will enable the computational tools to support these cyber-physical experiments for realistic large-scale building models and ensure that the results are accurate. Beyond the collaboration with Japanese researchers, the development of a controllable base isolation benchmark study using models calibrated to full-scale experimental results will engage a world-wide community of researchers to multiply the reach of this project through numerous alternate control strategies. The research results will be incorporated into graduate and undergraduate classes at the University of Southern California and the University of Connecticut. 将组建一个行业咨询小组,以确保执业工程师的知识为研究提供信息。 A workshop will ensure the transfer of the resulting tools to the hybrid simulation community so that others can take full advantage of the research results from this project.该项目的数据将被存档并通过 NEES 数据存储库向公众开放。 该奖项是国家地震减灾计划(NEHRP)的一部分。
英文摘要
Smart base isolation is a promising seismic mitigation technique that supplements a building's conventional base isolation layer with controllable energy dissipation devices that allow for seismic protection over a range of different earthquakes. This mitigation technique is now ready for full-scale experimental verification and validation: Japanese collaborators at the National Research Institute for Earth Science and Disaster Prevention (NIED) E-Defense shake table facility in Miki, Japan, are planning experiments in 2015 of a full-scale, base isolated building with controllable dampers in the isolation layer to mitigate damage and injury, particularly for strong impulsive and long-period excitation. The goals of this research are: (a) to leverage the results from these 2015 Japanese tests to allow for large-scale experimental verification of smart base isolation for U.S. structures, isolators and controllable dampers, and subjected to U.S. ground motions, thereby demonstrating the robust performance provided by controllable dampers in a wide array of ground motions with diverse magnitudes and spectra, as well as with damaged structures; such adaptability is impossible with conventional passive isolation devices; (b) to accelerate innovations in real-time hybrid simulation (RTHS) experimental techniques, which combine physical testing of the critical components linked with physics-based computational model simulations of the remaining structure, and that can serve to reduce future reliance on large-scale earthquake engineering experiments; and (c) to engage a community of researchers to study controlled base isolation through international collaboration, a benchmark study, and a project workshop. To achieve these goals, this research has five phases: (1) design, build and test baseline numerical and small-scale experimental models of the isolated structure to be tested on the NIED E-Defense shake table; (2) derive analytical and numerical approaches to guarantee the conditions of stability of RTHS, as well as fully develop the computational techniques that exploit the localized nature of the physical components in RTHS for highly efficient simulation of large-scale numerical models for RTHS; (3) participate in E-Defense's 2015 controllable damping base isolation experiment, working with Japanese collaborators to develop suitable control strategies and assist with the challenging aspects of their experiment; (4) use the models and tools already developed, and the experience and data from the full-scale E-Defense tests, in RTHS at the University of Connecticut to demonstrate the advances in RTHS capabilities; and (5) engage the research community by designing and releasing a benchmark study in controlled isolation based on the E-Defense and U.S.-designed structures, and by a workshop to solicit community feedback about the tools and future directions of RTHS studies. Full-scale dynamic earthquake engineering experiments, while vital for advancing seismic protection, are limited by the few facilities with the capacity to conduct the experiments and by the associated high cost of testing. These large-scale earthquake engineering experiments can be leveraged with a wider array of RTHS. RTHS must be calibrated to the full-scale results to ensure accuracy (and credibility), must be capable of accommodating, in real-time, the large-scale computational models vital to precise response computation for complex structures, and must be guaranteed stable and robust. This research will enable new technologies for seismic hazard mitigation and hybrid computational/experimental tools that complement, and broaden the applicability of, large-scale testing. Building technology will be advanced by demonstrating, in full-scale physical and mixed physical/virtual experiments, that controllable damping devices can provide significant reductions in building motion and damage during earthquakes - and doing so by capitalizing on experiments already planned by Japanese collaborators. Further, the project will enable the computational tools to support these cyber-physical experiments for realistic large-scale building models and ensure that the results are accurate. Beyond the collaboration with Japanese researchers, the development of a controllable base isolation benchmark study using models calibrated to full-scale experimental results will engage a world-wide community of researchers to multiply the reach of this project through numerous alternate control strategies. The research results will be incorporated into graduate and undergraduate classes at the University of Southern California and the University of Connecticut. An industry advisory panel will be assembled to ensure that the knowledge of practicing engineers informs the research. A workshop will ensure the transfer of the resulting tools to the hybrid simulation community so that others can take full advantage of the research results from this project. Data from this project will be archived and made available to the public through the NEES data repository. This award is part of the National Earthquake Hazards Reduction Program (NEHRP).
期刊论文(1)
专著(0)
科研奖励(0)
会议论文
Investigation of Model Falsification Using Error and Likelihood Bounds with Application to a Structural System
使用误差和似然界研究模型证伪及其在结构系统中的应用
DOI: 10.1061/(asce)em.1943-7889.0001440
发表时间: 2018
期刊: Journal of Engineering Mechanics
影响因子: 3.3
作者: [De, Subhayan, Brewick, Patrick T., Johnson, Erik A., Wojtkiewicz, Steven F.]
通讯作者: Wojtkiewicz, Steven F.
IRES Track II/Collaborative Research: PREEMPTIVE Multidisciplinary Natural Hazards Engineering Institute Series for Advanced Graduate Students
  • 批准号:
    1829085
  • 项目类别:
    Standard Grant
  • 资助金额:
    $25.94万
  • 财政年份:
    2018
  • 负责人:
    Erik Johnson
  • 依托单位:
CDS&E/Collaborative Research: A New Framework for Computational Model Validation
  • 批准号:
    1663667
  • 项目类别:
    Standard Grant
  • 资助金额:
    $38.71万
  • 财政年份:
    2017
  • 负责人:
    Erik Johnson
  • 依托单位:
Collaborative Research: Optimal Design of Smart Damping for Structural Systems to Mitigate the Impacts of Natural Hazards
  • 批准号:
    1436018
  • 项目类别:
    Standard Grant
  • 资助金额:
    $20.61万
  • 财政年份:
    2014
  • 负责人:
    Erik Johnson
  • 依托单位:
Dissection of Signaling Networks Maintaining Metabolic Homeostasis
  • 批准号:
    1355097
  • 项目类别:
    Standard Grant
  • 资助金额:
    $48.6万
  • 财政年份:
    2014
  • 负责人:
    Erik Johnson
  • 依托单位:
海外基金