{"title":"地动水平-垂直响应与傅里叶频谱比之间的理论关系","authors":"Yuxin Han , Yan-Gang Zhao , Haizhong Zhang","doi":"10.1016/j.soildyn.2024.109010","DOIUrl":null,"url":null,"abstract":"<div><div>Similar to the horizontal-to-vertical Fourier spectral ratio (HVF) of ground motions, the horizontal-to-vertical response spectral ratio (HVR) is a valuable tool for evaluating site effects. Although these two spectral ratios often exhibit similar behaviours, each possesses its own set of properties, prompting increased attention to their relationship. Previously, the relationship between HVF and HVR has been statistically investigated to explore which is more reasonable for predominant period estimation. However, the theoretical link between them remains unexplored. To clarify their theoretical relationship, in this study, an expression relating HVR to HVF based on random vibration theory was derived. The accuracy of the derived expression was confirmed through a comparison with the results obtained via direct numerical integration using real seismic records. Subsequently, based on the derived expression, the theoretical relationship between HVF and HVR was systematically explored. HVR was found to be the result of smoothing the square of the HVF, and the spectral window for this smoothing operation was determined using the Fourier amplitude spectrum of the vertical ground motion and the oscillator transfer function.</div></div>","PeriodicalId":49502,"journal":{"name":"Soil Dynamics and Earthquake Engineering","volume":"187 ","pages":"Article 109010"},"PeriodicalIF":4.2000,"publicationDate":"2024-10-07","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Theoretical relationship between the horizontal-to-vertical response and Fourier spectral ratios of ground motions\",\"authors\":\"Yuxin Han , Yan-Gang Zhao , Haizhong Zhang\",\"doi\":\"10.1016/j.soildyn.2024.109010\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"<div><div>Similar to the horizontal-to-vertical Fourier spectral ratio (HVF) of ground motions, the horizontal-to-vertical response spectral ratio (HVR) is a valuable tool for evaluating site effects. Although these two spectral ratios often exhibit similar behaviours, each possesses its own set of properties, prompting increased attention to their relationship. Previously, the relationship between HVF and HVR has been statistically investigated to explore which is more reasonable for predominant period estimation. However, the theoretical link between them remains unexplored. To clarify their theoretical relationship, in this study, an expression relating HVR to HVF based on random vibration theory was derived. The accuracy of the derived expression was confirmed through a comparison with the results obtained via direct numerical integration using real seismic records. Subsequently, based on the derived expression, the theoretical relationship between HVF and HVR was systematically explored. HVR was found to be the result of smoothing the square of the HVF, and the spectral window for this smoothing operation was determined using the Fourier amplitude spectrum of the vertical ground motion and the oscillator transfer function.</div></div>\",\"PeriodicalId\":49502,\"journal\":{\"name\":\"Soil Dynamics and Earthquake Engineering\",\"volume\":\"187 \",\"pages\":\"Article 109010\"},\"PeriodicalIF\":4.2000,\"publicationDate\":\"2024-10-07\",\"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/S0267726124005621\",\"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}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"Soil Dynamics and Earthquake Engineering","FirstCategoryId":"5","ListUrlMain":"https://www.sciencedirect.com/science/article/pii/S0267726124005621","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}
Theoretical relationship between the horizontal-to-vertical response and Fourier spectral ratios of ground motions
Similar to the horizontal-to-vertical Fourier spectral ratio (HVF) of ground motions, the horizontal-to-vertical response spectral ratio (HVR) is a valuable tool for evaluating site effects. Although these two spectral ratios often exhibit similar behaviours, each possesses its own set of properties, prompting increased attention to their relationship. Previously, the relationship between HVF and HVR has been statistically investigated to explore which is more reasonable for predominant period estimation. However, the theoretical link between them remains unexplored. To clarify their theoretical relationship, in this study, an expression relating HVR to HVF based on random vibration theory was derived. The accuracy of the derived expression was confirmed through a comparison with the results obtained via direct numerical integration using real seismic records. Subsequently, based on the derived expression, the theoretical relationship between HVF and HVR was systematically explored. HVR was found to be the result of smoothing the square of the HVF, and the spectral window for this smoothing operation was determined using the Fourier amplitude spectrum of the vertical ground motion and the oscillator transfer function.
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.