A damping scaling factor model for vertical elastic response spectra from subduction earthquakes in offshore and onshore regions of Japan

IF 4.2 2区 工程技术 Q1 ENGINEERING, GEOLOGICAL
Lei Hu , Yingmin Li , Weihao Pan , Hongwu Yang , Shuyan Ji
{"title":"A damping scaling factor model for vertical elastic response spectra from subduction earthquakes in offshore and onshore regions of Japan","authors":"Lei Hu ,&nbsp;Yingmin Li ,&nbsp;Weihao Pan ,&nbsp;Hongwu Yang ,&nbsp;Shuyan Ji","doi":"10.1016/j.soildyn.2025.109322","DOIUrl":null,"url":null,"abstract":"<div><div>This study aims to develop a damping scaling factor (DSF) model for scaling 5%-damped vertical elastic response spectra to other damping ratios for subduction earthquakes in both offshore (S-net) and onshore (K-NET and KiK-net) regions of Japan. To achieve this, more than 36,000 onshore records and 3400 offshore records from subduction earthquakes were used to develop the DSF model. The proposed DSF model is a function of moment magnitude, rupture distance, damping ratio, and station type, employing a linear function of ln(<em>β</em>) to differentiate between onshore, offshore buried, and offshore unburied ground motions. The coefficients of the DSF model were determined using Bayesian inference with Integrated Nested Laplace Approximation (INLA). The DSF model is applicable to subduction earthquake scenarios with moment magnitudes ranging from 5.5 to 9.1, rupture distances up to 1000 km, and damping ratios between 0.5 % and 30 %. The results show significant differences among onshore, offshore buried, and offshore unburied ground motions across most spectral periods at various damping ratios. An intersection point occurs near a spectral period of 1 s at the same damping ratios, where opposing variation trends are observed for magnitude and distance scaling before and after this point. Additionally, a standard deviation model for the proposed DSF model was developed using a cubic function of ln(<em>β</em>/5) for onshore, buried, and unburied ground motions. Compared to the observed standard deviation, the proposed model effectively captures the observed trends. The proposed DSF model can be effectively used to scale 5%-damped onshore and offshore GMMs to other GMMs with damping ratios ranging from 0.5 % to 30 % for subduction earthquakes. This is important for implementing probabilistic seismic hazard assessments, seismic design, and seismic zoning in both offshore and onshore regions of Japan.</div></div>","PeriodicalId":49502,"journal":{"name":"Soil Dynamics and Earthquake Engineering","volume":"193 ","pages":"Article 109322"},"PeriodicalIF":4.2000,"publicationDate":"2025-02-27","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Soil Dynamics and Earthquake Engineering","FirstCategoryId":"5","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S0267726125001150","RegionNum":2,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q1","JCRName":"ENGINEERING, GEOLOGICAL","Score":null,"Total":0}
引用次数: 0

Abstract

This study aims to develop a damping scaling factor (DSF) model for scaling 5%-damped vertical elastic response spectra to other damping ratios for subduction earthquakes in both offshore (S-net) and onshore (K-NET and KiK-net) regions of Japan. To achieve this, more than 36,000 onshore records and 3400 offshore records from subduction earthquakes were used to develop the DSF model. The proposed DSF model is a function of moment magnitude, rupture distance, damping ratio, and station type, employing a linear function of ln(β) to differentiate between onshore, offshore buried, and offshore unburied ground motions. The coefficients of the DSF model were determined using Bayesian inference with Integrated Nested Laplace Approximation (INLA). The DSF model is applicable to subduction earthquake scenarios with moment magnitudes ranging from 5.5 to 9.1, rupture distances up to 1000 km, and damping ratios between 0.5 % and 30 %. The results show significant differences among onshore, offshore buried, and offshore unburied ground motions across most spectral periods at various damping ratios. An intersection point occurs near a spectral period of 1 s at the same damping ratios, where opposing variation trends are observed for magnitude and distance scaling before and after this point. Additionally, a standard deviation model for the proposed DSF model was developed using a cubic function of ln(β/5) for onshore, buried, and unburied ground motions. Compared to the observed standard deviation, the proposed model effectively captures the observed trends. The proposed DSF model can be effectively used to scale 5%-damped onshore and offshore GMMs to other GMMs with damping ratios ranging from 0.5 % to 30 % for subduction earthquakes. This is important for implementing probabilistic seismic hazard assessments, seismic design, and seismic zoning in both offshore and onshore regions of Japan.
求助全文
约1分钟内获得全文 求助全文
来源期刊
Soil Dynamics and Earthquake Engineering
Soil Dynamics and Earthquake Engineering 工程技术-地球科学综合
CiteScore
7.50
自引率
15.00%
发文量
446
审稿时长
8 months
期刊介绍: The journal aims to encourage and enhance the role of mechanics and other disciplines as they relate to earthquake engineering by providing opportunities for the publication of the work of applied mathematicians, engineers and other applied scientists involved in solving problems closely related to the field of earthquake engineering and geotechnical earthquake engineering. Emphasis is placed on new concepts and techniques, but case histories will also be published if they enhance the presentation and understanding of new technical concepts.
×
引用
GB/T 7714-2015
复制
MLA
复制
APA
复制
导出至
BibTeX EndNote RefMan NoteFirst NoteExpress
×
提示
您的信息不完整,为了账户安全,请先补充。
现在去补充
×
提示
您因"违规操作"
具体请查看互助需知
我知道了
×
提示
确定
请完成安全验证×
copy
已复制链接
快去分享给好友吧!
我知道了
右上角分享
点击右上角分享
0
联系我们:info@booksci.cn Book学术提供免费学术资源搜索服务,方便国内外学者检索中英文文献。致力于提供最便捷和优质的服务体验。 Copyright © 2023 布克学术 All rights reserved.
京ICP备2023020795号-1
ghs 京公网安备 11010802042870号
Book学术文献互助
Book学术文献互助群
群 号:481959085
Book学术官方微信