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This is a Quantitative Study study.

Analysis on the Effect of Assembling Prefabricated Components of Assembled Subway Stations under Different Block Types

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Analysis demonstrates the mechanical response of different block types in prefabricated stations, suggesting Type 2 offers optimal stability.

Type 2 prefabricated metro stations show the best overall performance regarding deformation and stress stability.
Mechanical responses from Type 3 blocks indicate a complexity in stress fluctuation compared to Type 1 and Type 2.
The assessment involves a model using MIDAS GTS NX to analyze the impact on concrete at the base of the subway station.
Overall, Type 2 achieves a balance between stress performance and structural stability, serving as a strong option for assembly.

Xie et al. (2025) studied this question.

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View Full Paper

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Authors

Analysis demonstrates the mechanical response of different block types in prefabricated stations, suggesting Type 2 offers optimal stability.

Type 2 prefabricated metro stations show the best overall performance regarding deformation and stress stability.
Mechanical responses from Type 3 blocks indicate a complexity in stress fluctuation compared to Type 1 and Type 2.
The assessment involves a model using MIDAS GTS NX to analyze the impact on concrete at the base of the subway station.
Overall, Type 2 achieves a balance between stress performance and structural stability, serving as a strong option for assembly.

Xie et al. (2025) studied this question.

View Full Paper

Ask AI

Bookmark