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October 2, 2025BuildingsOpen Access

Study on Seismic Performance of Asymmetric Rectangular Prefabricated Subway Station Structures in Soft Soil

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Authors

YZYi ZhangTZTongwei ZhangSZShudong Zhou

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Overview

Analysis reveals significant differences in seismic responses of prefabricated subway stations in soft soil, indicating design optimizations are needed.

Key Points

  • The inter-story displacement of the assembly monolithic structure (AMS) is slightly greater than that of the cast-in-place structure (CIP).
  • The assembly splicing structure (ASS) displays the largest inter-story displacement among all forms examined.
  • CIPs show concentrated damage at the bottom of the middle column while ASS minimizes damage effectively.
  • The joint splicing interface is crucial for controlling overall deformation and enhancing seismic performance.

Cite This Study

Zhang et al. (2025) studied this question.

synapsesocial.com/papers/68de6f3a83cbc991d0a22747https://doi.org/10.3390/buildings15193537
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Also Consider

Synapse has enriched 5 closely related papers on similar clinical questions. Consider them for comparative context:

  1. 1Study on Mechanical Behavior of Large-Segment Fully Prefabricated Subway Station During Construction Process2025
  2. 2Seismic Response and Mitigation Analysis of a Subway Station in the Site with Weak Interlayers2024 · 1 citations
  3. 3Response Comparisons of Prefabricated and Cast-in-Place Subway Station Structures in Liquefiable Soil Foundation with the Ground Surface Slight Inclined2024
  4. 4Study on the Mechanical Behavior of a Large-Segment Fully Prefabricated Subway Station During the Construction Process2025
  5. 5Seismic-Performance-Based Sustainability Evaluation of Subway Stations with Varied Bearing Configurations at Beam–Column Joints2026