The Impact of nonlinear soil properties on the design of transmission line towers

封面

如何引用文章

全文:

开放存取 开放存取
受限制的访问 ##reader.subscriptionAccessGranted##
受限制的访问 订阅存取

详细

The article analyzes the impact of soil deformation characteristics on the design of transmission line tower structures. Methods for accounting for the compliance of the soil foundation in the “structure–foundation–soil” system model, implemented in the Plaxis software, are reviewed. The results of a comparative analysis of forces in structural elements under various soil deformation modulus values are presented. The study highlights the importance of nonlinear soil properties in improving calculation accuracy and preventing progressive collapse of towers. The necessity of further development of methodologies that consider the interaction between structures and soil foundations under extreme loads is emphasized.

全文:

受限制的访问

作者简介

V. Vasilev

Saint-Petersburg State University of Architecture and Civil Engineering

编辑信件的主要联系方式.
Email: valera-vasilev-99@mail.ru

Postgraduate Student, Engineer

俄罗斯联邦, 4, 2nd Krasnoarmeyskaya Street, Saint Petersburg, 190005

D. Filyushkin

Saint-Petersburg State University of Architecture and Civil Engineering

Email: tzuktzuktzu.avia2011@yandex.ru

Master, Engineer

俄罗斯联邦, 4, 2nd Krasnoarmeyskaya Street, Saint Petersburg, 190005

参考

  1. Senkin N.A., Belyakova T.E., Malchikov D.A., Vasiliev V.S. Actual operation of steel structures of overhead power transmission lines with a voltage of 35 kV and higher. Metallicheskie konstrukcii. 2022. Vol. 28. No. 1, pp. 5–18. (In Russian). EDN: FEJAMT
  2. Senkin N.A. Consideration of progressive collapse in the design of overhead transmission line supports. Vestnik grazhdanskikh inzhenerov. 2022. No. 4 (93), pp. 37–46. (In Russian). EDN: MXCQXB. https://doi.org/10.23968/1999-5571-2022-19-4-37-46
  3. Senkin N.A. Progressive collapse and restoration of overhead power transmission line structures. Izvestiya vysshix uchebnyx zavedenij. Stroitel`stvo. 2023. No. 10 (778), pp. 5–20. (In Russian). EDN: VIILKZ. https://doi.org/10.32683/0536-1052-2023-778-10-5-20
  4. Senkin N.A., Filimonov A.S. The interaction of structural elements in the linear circuit of an overhead power transmission line. Zhilishchnoe Stroitel’stvo [Housing Construction]. 2024. No. 1–2, pp. 101–108. (In Russian). EDN: SCMQKH. https://doi.org/10.31659/0044-4472-2024-1-2-101-108
  5. Senkin N.A. Interaction of structural elements in the linear circuit of an overhead power transmission line when a support falls. Stroitel’naya mexanika i raschet sooruzhenij. 2024. No. 6 (317), pp. 27–34. (In Russian). EDN: ITCRDE. https://doi.org/10.37538/0039-2383.2024.6.27.34
  6. Vedyakov I.I., Eremeev P.G., Solovyov D.V. Scientific and technical support and regulatory requirements for the implementation of projects of buildings and structures with a high level of responsibility. Promyshlennoe i grazhdanskoe stroitel’stvo. 2018. No. 12, pp. 14–19. (In Russian). EDN: VRJMYQ
  7. Moskalev M.B., Goryunov M.V. On the issue of VAT regulation of structures taking into account progressive collapse. Vestnik grazhdanskix inzhenerov. 2020. No. 6 (83), pp. 70–76. EDN: ECFSSC. https://doi.org/10.23968/1999-5571-2020-17-6-70-76
  8. Poddaeva O., Churin P., Loktev A., Salame T. Stability and reliability of long-span bridge structures. Architecture and Engineering. 2022. Vol. 7, No. 3, pp. 65–75. EDN: LQKXQM. https://doi.org/10.23968/2500-0055-2022-7-3-65-75
  9. Senkin N.A., Reshetnikov S.S. Foundations of 330 KV overhead line poles on rocky foundations. Fundamenty. 2021. No. 2 (4), pp. 60–63. (In Russian). EDN: GAUZRT
  10. Senkin N.A. Large crossings of 110–750 kV overhead lines through water spaces. Energoexpert. 2022. No. 1 (81), pp. 26–34. (In Russian). EDN: PDNEZF
  11. Kozlovskiy V.E., Kasatkina A.V. Calculation of deformations of the foundations of the overhead line supports being pulled out. Fundamenty. 2023. No. 2 (12), pp. 52–53. (In Russian). EDN: DTQESF

补充文件

附件文件
动作
1. JATS XML
下载
2. Рис. 1. Схема промежуточной опоры П330Н-1+6.0 (слева); схема подставки П1.2-6.0 для опоры П330н-1+6.0 (справа)

下载 (25KB)
索引源数据
3. Fig. 2. FPS6-4 foundation for the P330n-1+6.0 support

下载 (10KB)
索引源数据
4. Fig. 3. Calculation scheme of the «structure–foundation–subgrade» system in the Plaxis software

下载 (35KB)
索引源数据
5. Fig. 4. Forces (kN) in the support stand elements depending on the load application cycle

下载 (29KB)
索引源数据
6. Fig. 5. Forces (kN) in the support stand elements depending on the adopted soil deformation modulus in calculation schemes with Hardening Soil (HS) and Mohr–Coulomb (MC) soil models

下载 (32KB)
索引源数据

版权所有 © Advertising publishing company "STROYMATERIALY", 2025