Risk assessment method of gas explosion based on quantification of margins and uncertainties (QMU):a case study on beam structures in buildings

被引:8
|
作者
Li, Shuwen [1 ]
Rong, Xiaoli [2 ]
Hu, Jie [2 ]
Wang, Mingyang [2 ,3 ]
Qu, Qingye [1 ]
Huang, Jiayu [1 ]
Guo, Xinwen [1 ]
机构
[1] Nanjing Univ Sci & Technol, Sch Sci, Nanjing 210094, Peoples R China
[2] Nanjing Univ Sci & Technol, Sch Mech Engn, Nanjing 210094, Peoples R China
[3] Army Engn Univ PLA, State Key Lab Explos & Impact & Disaster Prevent &, Nanjing 210007, Jiangsu, Peoples R China
基金
中国国家自然科学基金;
关键词
Building safety; Gas explosion; Risk assessment; QMU; Parameter sensitivity; REACTOR SAFETY MARGINS; EPISTEMIC UNCERTAINTY; SYSTEMS;
D O I
10.1016/j.istruc.2023.02.024
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Combustible gas explosions are common accidents in residential areas. Key building structural components, such as beams, slabs and columns, can be quickly damaged and destroyed by explosive overpressure loads, which may also result in continual collapse. Risk of interior gas explosions in buildings should be assessed to analyze the ability of structures to withstand disasters, which can also offer a theoretical basis for improving the structural design and construction of buildings. In this study, reinforced concrete beams in buildings were selected as the research object, and the risks to beam structures under mixed methane and air explosions were assessed using the quantification of margins and uncertainties (QMU) method. First, the uncertainty of the existing methods to calculate gas explosion and beam bending loads was analyzed. Through an influence regularity analysis, the expansion factor of combustible gas combustion products in enclosed explosion chamber, the initial density of the gas mixture in the explosion chamber before deflagration, the compressive strength of concrete, and the tensile strength of reinforcement were selected as the key uncertainty parameters. Furthermore, the Monte Carlo method was used to create 5000 samples of the selected uncertainty parameters, and statistical analysis was conducted to obtain the probability distribution of the gas explosion overpressure load and reinforced concrete beam bending load. Based on the sampling results, the beam structure's safety margin and uncertainty analysis were analyzed to determine the probability of structural failure at the 90% confidence level. Finally, this paper provides guidelines for determining structural failure under different boundary value conditions of combustion explosion overpressure loads and reveals the sensitivity of different uncertainty parameters to structural safety margins using stepwise regression analysis. Compared to previous methods, this work includes the uncertainty features of disasters and disaster-bearing items when analyzing combustible gas explosion accidents; we antic-ipate it offers a fresh perspective on the quantitative assessment of gas explosion risks in buildings.
引用
收藏
页码:52 / 62
页数:11
相关论文
共 50 条
  • [31] Case study in cost-based risk assessment for selecting a stream restoration design method for a channel relocation project
    Niezgoda, Sue L.
    Johnson, Peggy A.
    JOURNAL OF HYDRAULIC ENGINEERING, 2007, 133 (05) : 468 - 481
  • [32] GIS-based Settlement Risk Assessment and its Effect on Surface Structures: A Case Study for the Tabriz Metro-line 1
    Irani, Arash Esmatkhah
    Azadi, Ali
    Nikbakht, Mahdi
    Azarafza, Mohammad
    Bonab, Masoud Hajialilue
    Sarand, Fariba Behrooz
    GEOTECHNICAL AND GEOLOGICAL ENGINEERING, 2022, 40 (10) : 5081 - 5102
  • [33] Environmental Risk Assessment of Gas Pipelines by Using of Indexing System Method (Case Study: Transportation Pipelines 12 inches, Aabpar - Zanjan of Iran)
    Jozi, Seyed Ali
    Rezaian, Sahar
    Shahi, Edris
    2ND INTERNATIONAL CONFERENCE ON CHEMISTRY AND CHEMICAL PROCESS (ICCCP 2012), 2012, 3 : 231 - 234
  • [34] Action selection in risk assessment with fuzzy Fine–Kinney-based AHP-TOPSIS approach: a case study in gas plant
    Bahar Dogan
    Murat Oturakci
    Cansu Dagsuyu
    Environmental Science and Pollution Research, 2022, 29 : 66222 - 66234
  • [35] Action selection in risk assessment with fuzzy Fine-Kinney-based AHP-TOPSIS approach: a case study in gas plant
    Dogan, Bahar
    Oturakci, Murat
    Dagsuyu, Cansu
    ENVIRONMENTAL SCIENCE AND POLLUTION RESEARCH, 2022, 29 (44) : 66222 - 66234
  • [36] An extended VIKOR method based on entropy measure for the failure modes risk assessment - A case study of the geothermal power plant (GPP)
    Mohsen, Omidvar
    Fereshteh, Nirumand
    SAFETY SCIENCE, 2017, 92 : 160 - 172
  • [37] Navigation risk assessment method based on flow conditions: A case study of the river reach between the Three Gorges Dam and the Gezhouba Dam
    Zhang, Shanghong
    Jing, Zhu
    Li, Wenda
    Wang, Long
    Liu, Dawei
    Wang, Taiwei
    OCEAN ENGINEERING, 2019, 175 : 71 - 79
  • [38] The design and implementation of risk assessment model for hazard installations based on AHP-FCE method: A case study of Nansi Lake Basin
    Wang, Weiliang
    Dong, Chunling
    Dong, Wenping
    Yang, Chuanxi
    Ju, Tiantian
    Huang, Lihui
    Ren, Zongming
    ECOLOGICAL INFORMATICS, 2016, 36 : 162 - 171
  • [39] Developing a machine learning-based rapid visual screening method for seismic assessment of existing buildings on a case study data from the 2015 Gorkha, Nepal earthquake
    Bektas, Nurullah
    Kegyes-Brassai, Orsolya
    BULLETIN OF EARTHQUAKE ENGINEERING, 2024,
  • [40] Dynamic Risk Assessment of High Slope in Open-Pit Coalmines Based on Interval Trapezoidal Fuzzy Soft Set Method: A Case Study
    Wang, Zhiliu
    Hu, Mengxin
    Zhang, Peng
    Li, Xinming
    Yin, Song
    PROCESSES, 2022, 10 (11)