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考虑SSI效应的吹填岛礁场地风机地震响应研究

蒲武川 田永强 朱泽奇

防灾减灾工程学报2025,Vol.45Issue(4):754-764,11.
防灾减灾工程学报2025,Vol.45Issue(4):754-764,11.DOI:10.13409/j.cnki.jdpme.20240228001

考虑SSI效应的吹填岛礁场地风机地震响应研究

Seismic Response of Wind Turbines on Hydraulically Reclaimed Island Sites Considering SSI Effect

蒲武川 1田永强 1朱泽奇2

作者信息

  • 1. 武汉理工大学土木工程与建筑学院,湖北 武汉 430070||武汉理工大学海南研究院,海南 三亚 572000
  • 2. 中国科学院武汉岩土力学研究所,湖北 武汉 430071
  • 折叠

摘要

Abstract

Hydraulically reclaimed coral islands are important land barriers in China's South China Sea territory.As wind turbines are essential power supply infrastructure on these islands,ensuring their seismic safety is of great significance.The mechanical properties of coral sand are significantly differ-ent from those of common terrestrial sediments.The interaction between coral sand and wind turbine structures is a potential factor influencing their seismic response,yet it remains insufficiently studied.This study used the Matasovic constitutive model to develop the dynamic nonlinear constitutive rela-tionship of coral sand.A locally layered three-dimensional hydraulically reclaimed island site and an NREL 5MW wind turbine were established,and a rigid foundation wind turbine model and an integrat-ed wind turbine-foundation-subsoil model considering soil-structure interaction were designed.Four representative ground motions were selected based on duration and dominant frequency,and the dy-namic responses of the wind turbine were comparatively analyzed under different ground motions using the finite element model.The calculation analysis showed that seismic motions with significant high-frequency components induced more pronounced acceleration responses in the free field of the hydrauli-cally reclaimed islands.The average horizontal acceleration amplification factor was 3.8 for short-dura-tion near-fault ground motions and 1.7 for long-duration far-fault ground motions.The SSI effect be-tween the coral islands and the wind turbine foundation increased the dynamic response of the wind tur-bine.Under design-level earthquakes,considering the SSI effect,the maximum increases in tower dis-placement,stress,shear force,bending moment,and axial force were 0.24,0.87,1.54,0.45,and 0.23 times,respectively.The seismic response analysis of wind turbines on hydraulically reclaimed is-land sites should consider the SSI effect to achieve more reliable evaluation of seismic performance.

关键词

珊瑚砂/吹填岛礁/风机/土—结构相互作用/场地地震效应

Key words

coral sand/hydraulically reclaimed island/wind turbine/soil-structure interaction/site seis-mic effect

分类

建筑与水利

引用本文复制引用

蒲武川,田永强,朱泽奇..考虑SSI效应的吹填岛礁场地风机地震响应研究[J].防灾减灾工程学报,2025,45(4):754-764,11.

基金项目

国家自然科学基金项目(52178504)资助 (52178504)

防灾减灾工程学报

OA北大核心

1672-2132

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