Zhengru Tao , Pei Xiao , Jiayao Li , Yuwei Huang , Zhiguo Tao
{"title":"遗址对高频频谱衰减参数影响的区域研究","authors":"Zhengru Tao , Pei Xiao , Jiayao Li , Yuwei Huang , Zhiguo Tao","doi":"10.1016/j.soildyn.2024.109030","DOIUrl":null,"url":null,"abstract":"<div><div>The high-frequency spectral-decay parameter <em>κ</em> has been used in the field of engineering seismology for several decades. The zero-distance <em>κ</em> value (<em>κ</em><sub>0</sub>) is a site parameter in ground motion models and strong motion synthesis. Using surface-borehole pairs of strong motion records from the strong-motion seismograph network KiK-net, we explored the effect of site soil on <em>κ</em><sub>0</sub>, specifically the contribution from ground motion directionality. In the target area (138°E−143°E, 36°N–40°N), and records from earthquakes at 50 pairs of stations were collected. All horizontal orthogonal records were rotated from 0° to 180° with an increment of 10° to capture the difference between the average <em>κ</em><sub>0</sub> on two horizontal components and the median value of the rotated <em>κ</em><sub>0</sub> at surface and borehole stations. The same process was applied to <em>Δκ</em><sub>0</sub>, the difference between surface station <em>κ</em><sub>0</sub> and borehole station <em>κ</em><sub>0</sub>, to measure the contribution by soil column. The nonlinear behavior of soils led to large shear strains, reduced stiffness, and decreased resonance frequency. Thus, the effect of soil nonlinearity on <em>κ</em> is investigated. In the same area, strong ground motion records with peak ground acceleration >100 cm/s<sup>2</sup> were selected to identify the soil nonlinearity by the moving time window deconvolution method, and the temporal variation of time-average shear wave velocity and <em>κ</em> at the 50 surface stations were assessed.</div></div>","PeriodicalId":49502,"journal":{"name":"Soil Dynamics and Earthquake Engineering","volume":"187 ","pages":"Article 109030"},"PeriodicalIF":4.2000,"publicationDate":"2024-10-13","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Regional study of site effects on the high-frequency spectral-decay parameter\",\"authors\":\"Zhengru Tao , Pei Xiao , Jiayao Li , Yuwei Huang , Zhiguo Tao\",\"doi\":\"10.1016/j.soildyn.2024.109030\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"<div><div>The high-frequency spectral-decay parameter <em>κ</em> has been used in the field of engineering seismology for several decades. The zero-distance <em>κ</em> value (<em>κ</em><sub>0</sub>) is a site parameter in ground motion models and strong motion synthesis. Using surface-borehole pairs of strong motion records from the strong-motion seismograph network KiK-net, we explored the effect of site soil on <em>κ</em><sub>0</sub>, specifically the contribution from ground motion directionality. In the target area (138°E−143°E, 36°N–40°N), and records from earthquakes at 50 pairs of stations were collected. All horizontal orthogonal records were rotated from 0° to 180° with an increment of 10° to capture the difference between the average <em>κ</em><sub>0</sub> on two horizontal components and the median value of the rotated <em>κ</em><sub>0</sub> at surface and borehole stations. The same process was applied to <em>Δκ</em><sub>0</sub>, the difference between surface station <em>κ</em><sub>0</sub> and borehole station <em>κ</em><sub>0</sub>, to measure the contribution by soil column. The nonlinear behavior of soils led to large shear strains, reduced stiffness, and decreased resonance frequency. Thus, the effect of soil nonlinearity on <em>κ</em> is investigated. In the same area, strong ground motion records with peak ground acceleration >100 cm/s<sup>2</sup> were selected to identify the soil nonlinearity by the moving time window deconvolution method, and the temporal variation of time-average shear wave velocity and <em>κ</em> at the 50 surface stations were assessed.</div></div>\",\"PeriodicalId\":49502,\"journal\":{\"name\":\"Soil Dynamics and Earthquake Engineering\",\"volume\":\"187 \",\"pages\":\"Article 109030\"},\"PeriodicalIF\":4.2000,\"publicationDate\":\"2024-10-13\",\"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/S0267726124005827\",\"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/S0267726124005827","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}
Regional study of site effects on the high-frequency spectral-decay parameter
The high-frequency spectral-decay parameter κ has been used in the field of engineering seismology for several decades. The zero-distance κ value (κ0) is a site parameter in ground motion models and strong motion synthesis. Using surface-borehole pairs of strong motion records from the strong-motion seismograph network KiK-net, we explored the effect of site soil on κ0, specifically the contribution from ground motion directionality. In the target area (138°E−143°E, 36°N–40°N), and records from earthquakes at 50 pairs of stations were collected. All horizontal orthogonal records were rotated from 0° to 180° with an increment of 10° to capture the difference between the average κ0 on two horizontal components and the median value of the rotated κ0 at surface and borehole stations. The same process was applied to Δκ0, the difference between surface station κ0 and borehole station κ0, to measure the contribution by soil column. The nonlinear behavior of soils led to large shear strains, reduced stiffness, and decreased resonance frequency. Thus, the effect of soil nonlinearity on κ is investigated. In the same area, strong ground motion records with peak ground acceleration >100 cm/s2 were selected to identify the soil nonlinearity by the moving time window deconvolution method, and the temporal variation of time-average shear wave velocity and κ at the 50 surface stations were assessed.
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.