{"title":"IJMA-based evaluation of ground motion recordings from Vrancea intermediate-depth earthquakes","authors":"Florin Pavel, Alexandru Aldea","doi":"10.1007/s10518-025-02220-y","DOIUrl":null,"url":null,"abstract":"<div><p>A ground motion database of about 600 recordings from 15 intermediate-depth Vrancea earthquakes which occurred in the period 1977–2024 was assembled for this study. The Japan Meteorological Agency intensity (<i>I</i><sub><i>JMA</i></sub>) is evaluated for all the recordings in the database in order to have a more objective measure of the ground motion intensity since <i>I</i><sub><i>JMA</i></sub> takes into account both the amplitude, and the frequency content, as well. The results of the analyses show no visible trends in the variation of <i>I</i><sub><i>JMA</i></sub> with the horizontal peak ground acceleration as a function of the soil class. The ANOVA method shows that the earthquake magnitude is the most relevant parameter influencing <i>I</i><sub><i>JMA</i></sub>, while the soil class is the least relevant one. It has also been observed that the normal probability is appropriate for modelling the distribution of <i>I</i><sub><i>JMA</i></sub> for a given seismic event. Moreover, it has been observed that the horizontal components having the largest <i>I</i><sub><i>JMA</i></sub> for the largest five earthquakes in the database (the events of 1977, 1986, 1990 and 2004) can be considered as being pulse-like. The coefficient of variation for the <i>PGA</i> evaluated for the ground motions recorded in Bucharest area is on average 3.7 times larger than the one corresponding to <i>I</i><sub><i>JMA</i></sub>. An empirical model using the earthquake magnitude and the horizontal peak ground acceleration as parameters is proposed for the evaluation of <i>I</i><sub><i>JMA</i></sub>. Finally, the computed mean annual rate of exceedance for Bucharest for a level <i>I</i><sub><i>JMA</i></sub> = 5.0 is of about 0.02, a value obtained both from observations and from a simulated Monte-Carlo earthquake catalogue.</p></div>","PeriodicalId":9364,"journal":{"name":"Bulletin of Earthquake Engineering","volume":"23 11","pages":"4285 - 4303"},"PeriodicalIF":4.1000,"publicationDate":"2025-07-10","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"https://link.springer.com/content/pdf/10.1007/s10518-025-02220-y.pdf","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Bulletin of Earthquake Engineering","FirstCategoryId":"5","ListUrlMain":"https://link.springer.com/article/10.1007/s10518-025-02220-y","RegionNum":2,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q2","JCRName":"ENGINEERING, GEOLOGICAL","Score":null,"Total":0}
引用次数: 0
Abstract
A ground motion database of about 600 recordings from 15 intermediate-depth Vrancea earthquakes which occurred in the period 1977–2024 was assembled for this study. The Japan Meteorological Agency intensity (IJMA) is evaluated for all the recordings in the database in order to have a more objective measure of the ground motion intensity since IJMA takes into account both the amplitude, and the frequency content, as well. The results of the analyses show no visible trends in the variation of IJMA with the horizontal peak ground acceleration as a function of the soil class. The ANOVA method shows that the earthquake magnitude is the most relevant parameter influencing IJMA, while the soil class is the least relevant one. It has also been observed that the normal probability is appropriate for modelling the distribution of IJMA for a given seismic event. Moreover, it has been observed that the horizontal components having the largest IJMA for the largest five earthquakes in the database (the events of 1977, 1986, 1990 and 2004) can be considered as being pulse-like. The coefficient of variation for the PGA evaluated for the ground motions recorded in Bucharest area is on average 3.7 times larger than the one corresponding to IJMA. An empirical model using the earthquake magnitude and the horizontal peak ground acceleration as parameters is proposed for the evaluation of IJMA. Finally, the computed mean annual rate of exceedance for Bucharest for a level IJMA = 5.0 is of about 0.02, a value obtained both from observations and from a simulated Monte-Carlo earthquake catalogue.
期刊介绍:
Bulletin of Earthquake Engineering presents original, peer-reviewed papers on research related to the broad spectrum of earthquake engineering. The journal offers a forum for presentation and discussion of such matters as European damaging earthquakes, new developments in earthquake regulations, and national policies applied after major seismic events, including strengthening of existing buildings.
Coverage includes seismic hazard studies and methods for mitigation of risk; earthquake source mechanism and strong motion characterization and their use for engineering applications; geological and geotechnical site conditions under earthquake excitations; cyclic behavior of soils; analysis and design of earth structures and foundations under seismic conditions; zonation and microzonation methodologies; earthquake scenarios and vulnerability assessments; earthquake codes and improvements, and much more.
This is the Official Publication of the European Association for Earthquake Engineering.