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考虑土-结构相互作用的UHPC混合式风电塔筒动力响应分析

郭松硕 马高

防灾减灾工程学报2026,Vol.46Issue(3):575-585,11.
防灾减灾工程学报2026,Vol.46Issue(3):575-585,11.DOI:10.13409/j.cnki.jdpme.20240918001

考虑土-结构相互作用的UHPC混合式风电塔筒动力响应分析

Dynamic Response Analysis of UHPC Hybrid Wind Turbine Tower Considering Soil-structure Interaction

郭松硕 1马高2

作者信息

  • 1. 湖南大学土木工程学院,湖南 长沙 410082
  • 2. 湖南大学土木工程学院,湖南 长沙 410082||工程结构损伤诊断湖南省重点实验室(湖南大学),湖南 长沙 410082
  • 折叠

摘要

Abstract

To study the influence patterns of soil-structure interaction(SSI)on the dynamic response of ultra-high performance concrete(UHPC)hybrid wind turbine tower,finite element models of the wind turbine tower with and without SSI effects were established for a 5 MW onshore wind turbine struc-ture.Firstly,modal analysis and pushover analysis were performed.Subsequently,nonlinear time his-tory analysis and wind-earthquake coupling analysis were conducted.Finally,the relative tower top displacement,tower top acceleration,and tower stress were taken as the main analysis indicators to evaluate the seismic and wind-earthquake coupling dynamic response of the UHPC hybrid tower.The results were compared with those of the C80 hybrid tower.The results showed that considering SSI ef-fects led to a reduction in the natural frequency of the hybrid wind turbine tower,with greater reduc-tion observed in higher modes.Considering SSI effects reduced the tower base shear,and the UHPC hybrid tower demonstrated stronger load-carrying capacity and collapse resistance.The wind-earth-quake coupling effect on the wind turbine tower was more significant than seismic load alone,with maximum increases in displacement and stress response of 210% and 33%,respectively,compared to seismic load alone.Compared with the C80 hybrid tower,the UHPC hybrid tower exhibited lower rel-ative tower top displacement and less damage,indicating its superiority.The SSI effects significantly impact the dynamic response of the wind turbine tower.Therefore,it is recommended that the SSI ef-fects should be fully considered in the design of large hybrid wind turbine towers in the future to ensure structural safety and reliability.

关键词

风电塔/动力响应/土-结构相互作用/有限元分析

Key words

wind turbine tower/dynamic response/soil-structure interaction/finite element analysis

分类

建筑与水利

引用本文复制引用

郭松硕,马高..考虑土-结构相互作用的UHPC混合式风电塔筒动力响应分析[J].防灾减灾工程学报,2026,46(3):575-585,11.

基金项目

国家自然科学基金项目(52278498)、湖湘青年英才计划项目(2021RC3041)资助 (52278498)

防灾减灾工程学报

1672-2132

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