{"title":"A Monte Carlo simulation approach to Aftershock Probabilistic Seismic Hazard Analysis (APSHA): methodology and verification","authors":"Ali Kavand, Khatereh Saghatforoush","doi":"10.1007/s10518-024-02063-z","DOIUrl":null,"url":null,"abstract":"<div><p>Aftershock probabilistic seismic hazard analysis (APSHA) is an essential element of rescue plan and reoccupying the buildings after large earthquakes. APSHA is usually performed by parametric approaches in which the seismic source causing the mainshock should be accurately identified. As an alternative solution, current study attempts to implement Monte Carlo simulations in APSHA. The main advantage of the proposed APSHA approach is that it does not require identifying the geometry of the causative seismic source. To this end, synthetic aftershock catalogs were generated for three major aftershock sequences occurred in western Zagros in Iran. The catalogs were then employed to predict Peak Ground Acceleration (PGA) values due to the aftershocks and the results were verified against recorded PGA data. The results of APSHA were generally consistent with the recorded PGA data according to different validation methodologies. However, the accuracy of the results obviously depended on the exceedance probability as well as the time interval elapsed from the mainshock.</p></div>","PeriodicalId":9364,"journal":{"name":"Bulletin of Earthquake Engineering","volume":"23 1","pages":"25 - 52"},"PeriodicalIF":3.8000,"publicationDate":"2024-11-19","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Bulletin of Earthquake Engineering","FirstCategoryId":"5","ListUrlMain":"https://link.springer.com/article/10.1007/s10518-024-02063-z","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
Aftershock probabilistic seismic hazard analysis (APSHA) is an essential element of rescue plan and reoccupying the buildings after large earthquakes. APSHA is usually performed by parametric approaches in which the seismic source causing the mainshock should be accurately identified. As an alternative solution, current study attempts to implement Monte Carlo simulations in APSHA. The main advantage of the proposed APSHA approach is that it does not require identifying the geometry of the causative seismic source. To this end, synthetic aftershock catalogs were generated for three major aftershock sequences occurred in western Zagros in Iran. The catalogs were then employed to predict Peak Ground Acceleration (PGA) values due to the aftershocks and the results were verified against recorded PGA data. The results of APSHA were generally consistent with the recorded PGA data according to different validation methodologies. However, the accuracy of the results obviously depended on the exceedance probability as well as the time interval elapsed from the mainshock.
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.