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Developing seismic design guidelines for pallet racks

Developing seismic design guidelines for pallet racks
制定托盘架的抗震设计指南
批准号:
560763-2020
负责人:
Alam, Shahria
金额:
$2.91万
依托单位国家:
加拿大
项目类别:
Alliance Grants
财政年份:
2021
资助国家:
加拿大
项目状态:
已结题
起止时间:
2021-01-01 至 2022-12-31

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中文摘要
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英文摘要
Storage rack systems are widely used for storage facilities in warehouse buildings. The proposed research deals with the design of Selective Pallet Storage Steel Racks (SPSSRs) manufactured by ARPAC. Currently, there are no proper guidelines for designing such structures in seismic regions. The proposed research will experimentally investigate the behavior of proprietary structural components of beam-to-column connections, brace-to-column connections, and baseplates-to-column connections of rack structures and the frame response in both cross-aisle and down-aisle directions and develop seismic design guidelines for SPSSRs. Snapback test, and reversed cyclic loading tests will be evaluated to determine the natural period, stiffness, load-displacement response, hysteretic damping, and behavior of various connections, which will be critical to establishing finite element models that can accurately predict the response of SPSSRs.Performance-based design is becoming a standard practice for seismic design and evaluation of structures to achieve a reliable and satisfactory level of performance. There has been little study on the seismic performance of SPSSRs in Canada. This study will examine the interaction among different components of the SPSSR systems under increased lateral loads and evaluate various damage states, failure mechanisms, and its collapse behavior. This will help determine adequate section sizes and connection details. The developed numerical models will be first validated with experimental results. Then the models will be utilized to simulate the response of SPSSRs with various configurations. Incremental dynamic analyses (IDA) will be performed as per FEMA P-695 procedure to develop force modification factors for force-based design procedure. The IDA results will be also utilized to observe the damage mechanism at various displacement levels to come up with the displacement-based design procedure. This study will provide performance-based design solutions for rack structures and their elements. The significance of this research is paramount as it directly contributes to the safety and security of Canadian rack infrastructure.
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Novel and Emerging Technologies for Sustainable and Seismically Resilient Infrastructure
  • 批准号:
    RGPIN-2020-05034
  • 项目类别:
    Discovery Grants Program - Individual
  • 资助金额:
    $3.13万
  • 财政年份:
    2022
  • 负责人:
    Alam, Shahria
  • 依托单位:
Seismic performance improvement of buildings with self-centering bracings
  • 批准号:
    570821-2021
  • 项目类别:
    Alliance Grants
  • 资助金额:
    $5.25万
  • 财政年份:
    2021
  • 负责人:
    Alam, Shahria
  • 依托单位:
Performance-based design of bridge retrofitting with novel techniques considering life-cycle analysis
  • 批准号:
    570565-2021
  • 项目类别:
    Alliance Grants
  • 资助金额:
    $10.05万
  • 财政年份:
    2021
  • 负责人:
    Alam, Shahria
  • 依托单位:
Novel and Emerging Technologies for Sustainable and Seismically Resilient Infrastructure
  • 批准号:
    RGPIN-2020-05034
  • 项目类别:
    Discovery Grants Program - Individual
  • 资助金额:
    $3.13万
  • 财政年份:
    2021
  • 负责人:
    Alam, Shahria
  • 依托单位:
国内基金
海外基金
基于seismic interferometry的海上勘探数据重建方法研究
超高层巨型框架结构弹塑性地震反应与能量分析的研究
  • 批准号:
    90715016
  • 项目类别:
    重大研究计划
  • 资助金额:
    50.0万元
  • 批准年份:
    2007
  • 负责人:
    叶献国
  • 依托单位: