Steel and Composite Structures

  • 제51권3호
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  • Pages.289-304
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  • 2024
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  • 1229-9367(pISSN)
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  • 1598-6233(eISSN)
테크노프레스 (Techno-Press)
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DOI QR코드

DOI QR Code

Displacement-based design method for an energy-dissipation self-centering wall panel structure

  • Sisi Chao (School of Civil & Architecture Engineering, Xi'an Technological University) ;
  • Guanqi Lan (School of Civil Engineering, Xi'an Shiyou University) ;
  • Hua Huang (School of Civil & Architecture Engineering, Xi'an Technological University) ;
  • Huiping Liu (School of Civil & Architecture Engineering, Xi'an Technological University) ;
  • Chenghua Li (School of Civil & Architecture Engineering, Xi'an Technological University)
  • 투고 : 2022.05.20
  • 심사 : 2024.05.02
  • 발행 : 2024.05.10
⟨ 이전 논문 다음 논문 ⟩

초록

The seismic performance of traditional steel frame-shear wall structures was significantly improved by the application of self-centering steel-reinforced concrete (SRC) wall-panel structures in the steel frames. This novel resilience functionality can rapidly restore the structure after an earthquake. The presented steel frame with steel-reinforced concrete self-centering wall-panel structures (SF-SCW) was validated, indicating its excellent seismic performance. The seismic design method based on bear capacity cannot correctly predict the elastic-plastic performance of the structure, especially certain weak floors that might be caused by a major fracture. A four-level seismic performance index, including intact function, continued utilization, life safety, and near-collapse, was established to achieve the ideal failure mode. The seismic design method, based on structural displacement, was proposed by considering performance objectives of the different seismic action levels. The pushover analysis of a six-floor SF-SCW structure was carried out under the proposed design method and the results showed that this six-floor structure could achieve the predicted failure mode.

키워드

과제정보

The research described in this paper was financially supported by the National Natural Science Foundation of China (No. 52308204), the Natural Science Basic Research Program of Shaanxi (No. 2023-JC-QN-0479), the project of Shaanxi Outstanding Youth Science Foundation (2023-JCJQ-47), the project of Shaanxi International Science and Technology Cooperation Program Project (2024GHZDXM-18), the project of Shaanxi University Youth Innovation Team Program (2023), Xi'an Science and Technology Program (23GXFW0035), and the Fundamental Research Funds for the Central Universities, CHD (No. 300102282504). The supports are gratefully acknowledged. Any opinions, findings, conclusions, and recommendations expressed in this paper are those of the writers and do not necessarily reflect the views of the sponsors.

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