Earthquakes and Structures

  • 제26권4호
  • /
  • Pages.311-326
  • /
  • 2024
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  • 2092-7614(pISSN)
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  • 2092-7622(eISSN)
테크노프레스 (Techno-Press)
권호 표지
DOI QR코드

DOI QR Code

Study on the influence of structural and ground motion uncertainties on the failure mechanism of transmission towers

  • Zhaoyang Fu (Shandong Research Institute of Industrial Technology) ;
  • Li Tian (Shandong Research Institute of Industrial Technology) ;
  • Xianchao Luo (Shandong Research Institute of Industrial Technology) ;
  • Haiyang Pan (Shandong Research Institute of Industrial Technology) ;
  • Juncai Liu (School of Civil Engineering, Shandong University) ;
  • Chuncheng Liu (Northeast Electric Power University)
  • 투고 : 2023.06.12
  • 심사 : 2024.03.04
  • 발행 : 2024.04.25
⟨ 이전 논문 다음 논문 ⟩

초록

Transmission tower structures are particularly susceptible to damage and even collapse under strong seismic ground motions. Conventional seismic analyses of transmission towers are usually performed by considering only ground motion uncertainty while ignoring structural uncertainty; consequently, the performance evaluation and failure prediction may be inaccurate. In this context, the present study numerically investigates the seismic responses and failure mechanism of transmission towers by considering multiple sources of uncertainty. To this end, an existing transmission tower is chosen, and the corresponding three-dimensional finite element model is created in ABAQUS software. Sensitivity analysis is carried out to identify the relative importance of the uncertain parameters in the seismic responses of transmission towers. The numerical results indicate that the impacts of the structural damping ratio, elastic modulus and yield strength on the seismic responses of the transmission tower are relatively large. Subsequently, a set of 20 uncertainty models are established based on random samples of various parameter combinations generated by the Latin hypercube sampling (LHS) method. An uncertainty analysis is performed for these uncertainty models to clarify the impacts of uncertain structural factors on the seismic responses and failure mechanism (ultimate bearing capacity and failure path). The numerical results show that structural uncertainty has a significant influence on the seismic responses and failure mechanism of transmission towers; different possible failure paths exist for the uncertainty models, whereas only one exists for the deterministic model, and the ultimate bearing capacity of transmission towers is more sensitive to the variation in material parameters than that in geometrical parameters. This research is expected to provide an in-depth understanding of the influence of structural uncertainty on the seismic demand assessment of transmission towers.

키워드

과제정보

This research is supported by the Taishan Scholars Program.

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