Earthquakes and Structures

  • 제23권3호
  • /
  • Pages.271-282
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  • 2022
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  • 2092-7614(pISSN)
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  • 2092-7622(eISSN)
테크노프레스 (Techno-Press)
권호 표지
DOI QR코드

DOI QR Code

Seismic behavior and design method of socket self-centering bridge pier with hybrid energy dissipation system

  • Guo, Mengqiang (School of Civil Engineering, Xi'an University of Architecture and Technology) ;
  • Men, Jinjie (School of Civil Engineering, Xi'an University of Architecture and Technology) ;
  • Fan, Dongxin (School of Civil Engineering, Xi'an University of Architecture and Technology) ;
  • Shen, Yanli (School of Civil Engineering, Hebei University of Engineering)
  • 투고 : 2022.04.10
  • 심사 : 2022.10.04
  • 발행 : 2022.09.25
⟨ 이전 논문 다음 논문 ⟩

초록

Seismic resisting self-centering bridge piers with high energy dissipation and negligible residual displacement after an earthquake event are focus topics of current structural engineering. The energy dissipation components of typical bridge piers are often relatively single; and exhibit a certain level of damage under earthquakes, leading to large residual displacements and low cumulative energy dissipation. In this paper, a novel socket self-centering bridge pier with a hybrid energy dissipation system is proposed. The seismic resilience of bridge piers can be improved through the rational design of annular grooves and rubber cushions. The seismic response was evaluated through the finite element method. The effects of rubber cushion thickness, annular groove depth, axial compression ratio, and lateral strength contribution ratio of rubber cushion on the seismic behavior of bridge piers are systematically studied. The results show that the annular groove depth has the greatest influence on the seismic performance of the bridge pier. Especially, the lateral strength contribution ratio of the rubber cushion mainly depends on the depth of the annular groove. The axial compression ratio has a significant effect on the ultimate bearing capacity. Finally, the seismic design method is proposed according to the influence of the above research parameters on the seismic performance of bridge piers, and the method is validated by an example. It is suggested that the range of lateral strength contribution ratio of rubber cushion is 0.028 ~ 0.053.

키워드

과제정보

The research described in this paper was financially supported by the National Key R&D Program of China (Grant No. 2019YFE0112900) and the National Natural Science Foundation of China (Grant No. 51878542, 51378169).

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