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The application of BIM technology in the research on seismic performance of shear wall structure of prefabricated residential buildings

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  • Hongwei Ren
  • Jianwei Chen

Abstract

In order to overcome the problem that the seismic analysis of shear wall is not comprehensive enough and the method efficiency is low, this paper proposes a new method to study the seismic performance of prefabricated shear wall structure. This method selects the technical problems in the construction process of a project for detailed analysis, including the construction process of shear wall structure of prefabricated residential buildings, vertical components and other processes. At the same time, BIM technology is applied to the prefabricated residential buildings, and Tekla software is used to model the project, and the model is imported into Naviswork for the simulation analysis of four-dimensional construction. The experimental results show that, in the longitudinal seismic resistance test, the wall side of specimens PW1 and PW2 moved within 20 mm, and the maximum bearing capacity of the wall was about 320 KN. In the horizontal seismic resistance test, the maximum lateral displacement value of specimens PW3 and PW4 was 30mm. The two specimens in the same group obtained the same data, which verified the feasibility of the proposed method.

Suggested Citation

  • Hongwei Ren & Jianwei Chen, 2022. "The application of BIM technology in the research on seismic performance of shear wall structure of prefabricated residential buildings," International Journal of Critical Infrastructures, Inderscience Enterprises Ltd, vol. 18(1), pages 32-44.
    • Handle: RePEc:ids:ijcist:v:18:y:2022:i:1:p:32-44
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