振动与冲击2025,Vol.44Issue(1) :90-101.DOI:10.13465/j.cnki.jvs.2025.01.010

基于谱比法的近海地震动S-net台站场地分类研究

Site classification for offshore ground motion S-net stations based on spectral ratio method

王时 王想 胡磊 周旭彤
振动与冲击2025,Vol.44Issue(1) :90-101.DOI:10.13465/j.cnki.jvs.2025.01.010

基于谱比法的近海地震动S-net台站场地分类研究

Site classification for offshore ground motion S-net stations based on spectral ratio method

王时 1王想 1胡磊 2周旭彤3
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作者信息

  • 1. 河北红山巨厚沉积与地震灾害国家野外科学观测研究站,河北邢台 054000;河北省地震局,石家庄 050021
  • 2. 重庆大学土木工程学院,重庆 400045
  • 3. 奕玄通(杭州)信息科技有限公司,杭州 310000
  • 折叠

摘要

近海台站往往难以获得台站场地资料,并且海域场地工程特性是海洋重大工程设计、建造和运维的基础,也是研究海域地震动场地放大的重要参数.为了解决这一问题,基于日本海沟区域的S-net台网的150个台站的强地震动数据,得到了埋置和未埋台站的H/V谱比曲线并进行了场地分类.结果表明:海域的H/V谱比曲线有较大谱比值;各个场地类别的埋置和未埋台站的H/V谱比曲线在谱比值和谱比形状存在着巨大差异;震级和震中距对长周期的H/V谱比曲线有较大影响,震源深度对H/V谱比曲线几乎没有影响.研究成果可为海域地震动模拟、海域场地效应研究和海洋工程建设等提供参考.

Abstract

Offshore stations often are difficult to obtain station site data.Engineering characteristics of sea area site are the basis for design,construction,operation and maintenance of major marine engineering projects,and they also are important parameters for studying sea area ground motion site amplification.Here,aiming at this problem,H/V spectral ratio curves of buried and unburied stations were obtained based on strong ground motion data from 150 stations of S-net network in Japanese Trench region,and sit classification was performed.The results showed that H/V spectral ratio curves of this sea area have larger spectral ratio values;there are significant differences in spectral ratio value and spectral ratio shape among H/V spectral ratio curves of buried and unburied stations in various site categories;seismic magnitude and epicenter distance more largely affect long-period H/V spectral ratio curves,while the depth of epicenter has almost no effect on H/V spectral ratio curves;the study results can provide a reference for simulating sea area seismic motion,studying sea area site effect and constructing marine engineering.

关键词

近海地震动/谱比法/海域场地/场地分类/S-net

Key words

offshore ground motion/spectral ratio method/sea area site/site classification/S-net

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出版年

2025
振动与冲击
中国振动工程学会 上海交通大学 上海市振动工程学会

振动与冲击

CSCD北大核心
影响因子:0.898
ISSN:1000-3835
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