2022
DOI: 10.1016/j.tust.2021.104232
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Multi-LOD BIM for underground metro station: Interoperability and design-to-design enhancement

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Cited by 40 publications
(9 citation statements)
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“…An integrated quantitative risk assessment method is based on dynamic hazard scenario identification (DHSI) and Bayesian network (BN) modeling (Wu et al, 2021). For example, the application of BIM modeling technology in underground rail transit in Qingdao Metro (Figure 9) (Huang et al, 2022) based on the comprehensive integration and digital management of data during the planning and construction periods; GIS technology and BIM Technology were used to conduct data visualization analysis and modeling so as to reveal the impact law and development trend of the construction process on the surrounding environment, and make construction safety control and management more scientific, effective, and timely.…”
Section: Application Of Underground Space Development Technology In C...mentioning
confidence: 99%
“…An integrated quantitative risk assessment method is based on dynamic hazard scenario identification (DHSI) and Bayesian network (BN) modeling (Wu et al, 2021). For example, the application of BIM modeling technology in underground rail transit in Qingdao Metro (Figure 9) (Huang et al, 2022) based on the comprehensive integration and digital management of data during the planning and construction periods; GIS technology and BIM Technology were used to conduct data visualization analysis and modeling so as to reveal the impact law and development trend of the construction process on the surrounding environment, and make construction safety control and management more scientific, effective, and timely.…”
Section: Application Of Underground Space Development Technology In C...mentioning
confidence: 99%
“…Ref. [63] suggested new entities, such as IfcStation, to be used exclusively for underground metro stations.…”
Section: Detailed Analysis Of Extension Approaches In the Infrastruct...mentioning
confidence: 99%
“…In existing studies, geological models for numerical simulations are either simplified models where all soil layer interfaces are simplified as horizontal planes (Li et al, 2019;Lin et al, 2019), or realistic models based on sparse limited borehole data (Fabozzi et al, 2021;Zakhem & El Naggar, 2019;Zhang et al, 2022b;Zhang et al, 2021), as shown in Figure 4. Given that a simplified geological model cannot fully reflect the actual features of complex strata, a realistic geological model is preferable for a more detailed safety assessment (Fabozzi et al, 2021;Huang et al, 2022;Pan et al, 2020). Parametric tunnel lining modeling is another critical component for TIM-FEM interoperability, and existing studies primarily used program scripts and predefined workflows to edit design rules and set parameters for tunnel lining modeling (Luo et al, 2022;Song et al, 2019;Wu et al, 2021a).…”
Section: Tim-fem Interoperability Frameworkmentioning
confidence: 99%