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Yongle QI, Haitao WAN. The Capacity of Resisting Collapse of the Main Power Building Gable Nearby Nuclear Island[J]. SOUTHERN ENERGY CONSTRUCTION, 2014, 1(1): 70-74. DOI: 10.16516/j.gedi.issn2095-8676.2014.01.013
Citation: Yongle QI, Haitao WAN. The Capacity of Resisting Collapse of the Main Power Building Gable Nearby Nuclear Island[J]. SOUTHERN ENERGY CONSTRUCTION, 2014, 1(1): 70-74. DOI: 10.16516/j.gedi.issn2095-8676.2014.01.013
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The Capacity of Resisting Collapse of the Main Power Building Gable Nearby Nuclear Island

  • 1.

    Guangdong Electric Power Design Institute, China Energy Engineering Group Co., Ltd., Guangzhou 510663, China

  • 2.

    College of Civil Engineering and Transportation, South China University of Technology, Guangzhou 510640, China

  • 3.

    School of Civil Engineering and Architecture, Henan University, Kaifeng 475001, China

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  • Received Date: August 14, 2014
    Abstract
  • The main building of nuclear power station is a special kind of industrial structure with irregular in mass and stiffness. The capacity of resisting collapse of its gable can affect the safety of nuclear island nearby. The analysis and design should be arried on very carefully. Firstly, the seismic performance under SL-2 level earthquake of the main building of power station is studied through the Pushover analysis. Secondly, by dismantling the key component of the gable, the capacity of resisting collapse of the gable is evaluated.Results show that through reasonable design the gable can have larger redundancy to avoid collapse under earthquake and sudden loss of bearing capacity of its key component, and can ensure the safety of the nuclear island.
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    • References (11)
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