SGER: Progressive Collapse Investigation of an Existing Steel Frame Building

SGER:现有钢框架建筑的渐进式倒塌调查

基本信息

项目摘要

The main research objectives of this Small Grant for Exploratory Research (SGER) project are to: 1) review and evaluate the current progressive collapse design criteria and guidelines, 2) model and analyze an existing steel frame building following the current code provisions, and 3) conduct an experiment by removing three or four first-story columns and investigate the subsequent collapse or damage progress in the building. The availability of actual buildings that can be tested to collapse is very limited, so it is imperative that this opportunity be taken. A four-story steel frame building located on the Ohio State University campus will be modeled and analyzed to investigate its vulnerability against progressive collapse. As recommended by the current design guidelines and code standards, one corner column and several first-story perimeter columns will be cut and removed, and the ensuing structural response will be compared with that predicted from the computer simulation. Many researchers have conducted analytical studies to evaluate the effectiveness and consistency of the current progressive collapse design guidelines. However, very limited experimental research was performed to validate the results of those analytical studies and to verify the methodologies prescribed in the guidelines. This is mainly because it is usually difficult to construct and test full-scale building specimens and such large-scale testing is discouragingly expensive. As part of the experimental research, it will be possible to test a real four-story building scheduled for demolition. The test data will enable investigation of validity and effectiveness of the current guidelines and provide actual collapse behavior that can be used to validate collapse simulation.The research will have significant impact, specifically on the new design and repair and strengthening of collapse-resistant building structures. In addition to providing much needed information on the experimental behavior of a real building after the removal certain load carrying elements or columns, the research results could be used to predict the collapse resistance of similar steel buildings with regular floor plans. The results from this experimental and analytical research program are likely to impact the current practice and guidelines developed for progressive collapse evaluation and design of buildings. The observed collapse failure mode from the test building will provide an indication of level of conservativeness of the current guidelines. Test results will be compared with the predicted response from simulations as part of the analytical investigation. Since there is very limited or no experimental collapse data from real buildings, the outcome of the research will have broad impacts on the structural engineering community, including researchers and practitioners. The validity of the current simplified analysis procedures will be verified using the test results. This will also provide an exceptional experience for undergraduate and graduate students who will be involved in the experiments.
该探索性研究小额赠款 (SGER) 项目的主要研究目标是:1) 审查和评估当前的渐进式倒塌设计标准和指南,2) 按照当前规范规定对现有钢框架建筑进行建模和分析,以及 3 )通过拆除三到四根第一层柱子进行实验,调查建筑物随后的倒塌或损坏进展情况。 可进行倒塌测试的实际建筑物非常有限,因此必须抓住这个机会。将对俄亥俄州立大学校园内的一栋四层钢框架建筑进行建模和分析,以调查其抵抗渐进性倒塌的脆弱性。根据现行设计指南和规范标准的建议,将切割和拆除一根角柱和几根一层周边柱,并将随后的结构响应与计算机模拟预测的结果进行比较。 许多研究人员进行了分析研究,以评估当前渐进式倒塌设计指南的有效性和一致性。然而,为了验证这些分析研究的结果并验证指南中规定的方法,进行了非常有限的实验研究。这主要是因为建造和测试全尺寸的建筑样本通常很困难,而且这种大规模的测试非常昂贵。作为实验研究的一部分,将有可能测试一座计划拆除的真实四层建筑。测试数据将能够调查当前指南的有效性和有效性,并提供可用于验证倒塌模拟的实际倒塌行为。该研究将产生重大影响,特别是对抗倒塌建筑结构的新设计以及修复和加固。除了提供有关真实建筑在移除某些承载元件或柱后的实验行为的急需信息外,研究结果还可用于预测具有常规平面图的类似钢结构建筑的抗倒塌能力。 该实验和分析研究计划的结果可能会影响当前为建筑物的渐进式倒塌评估和设计而制定的实践和指南。从测试建筑物观察到的倒塌破坏模式将表明当前指南的保守程度。作为分析调查的一部分,测试结果将与模拟的预测响应进行比较。由于真实建筑物的实验倒塌数据非常有限或没有,因此研究结果将对结构工程界(包括研究人员和从业者)产生广泛影响。当前简化分析程序的有效性将使用测试结果进行验证。 这也将为参与实验的本科生和研究生提供特殊的体验。

项目成果

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Halil Sezen其他文献

Effect of Size and Slenderness on the Axial-Compressive Behavior of Basalt FRP-Confined Predamaged Concrete
尺寸和细长度对玄武岩FRP约束预损伤混凝土轴压性能的影响
  • DOI:
    10.1061/(asce)cc.1943-5614.0001118
  • 发表时间:
    2021-06
  • 期刊:
  • 影响因子:
    4.6
  • 作者:
    Gao Ma;Xiaohuang Chen;Erkan Biçici;Chunxu Hou;Halil Sezen
  • 通讯作者:
    Halil Sezen
Effect of partial infill walls on collapse behavior of reinforced concrete frames
部分填充墙对钢筋混凝土框架倒塌性能的影响
  • DOI:
    10.1016/j.engstruct.2019.109377
  • 发表时间:
    2019-10
  • 期刊:
  • 影响因子:
    5.5
  • 作者:
    Shan Sidi;Li Shuang;Mehmet Metin Kose;Halil Sezen;Shuhong Wang
  • 通讯作者:
    Shuhong Wang

Halil Sezen的其他文献

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{{ truncateString('Halil Sezen', 18)}}的其他基金

Field Testing of Concrete Buildings for Damage and Collapse Assessment
混凝土建筑物损坏和倒塌评估的现场测试
  • 批准号:
    2036193
  • 财政年份:
    2020
  • 资助金额:
    --
  • 项目类别:
    Standard Grant
Simulation of Collapse Behavior and Field Testing of Masonry Buildings
砌体建筑倒塌行为模拟及现场试验
  • 批准号:
    1435446
  • 财政年份:
    2014
  • 资助金额:
    --
  • 项目类别:
    Standard Grant
Experimental and Computational Simulation of Progressive Collapse of Buildings
建筑物渐进倒塌的实验和计算模拟
  • 批准号:
    1130397
  • 财政年份:
    2011
  • 资助金额:
    --
  • 项目类别:
    Standard Grant
A New Prefabricated Cage System in Concrete Members: Small Grant for Exploratory Research
混凝土构件中的新型预制笼系统:探索性研究的小额资助
  • 批准号:
    0355321
  • 财政年份:
    2003
  • 资助金额:
    --
  • 项目类别:
    Standard Grant

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  • 批准号:
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