意大利地震序列中大震累积损伤分析。

IF 3.8 2区 工程技术 Q2 ENGINEERING, GEOLOGICAL
Gianfranco Vannucci
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引用次数: 0

摘要

在地震序列中,宏观地震损伤效应不能总是被区分出来并确定地分配给单个冲击。特别是,量化地震影响的强度是对发生的所有冲击的累积影响的分类。这影响了对可获得的宏观地震参数(位置、震级)的估计,这些参数不可能具有与单次主震相同的可靠性,从而影响地震构造学或危害评估。为了解决这个问题,最近提出了一种方法,使用2016年10月30日(Mw = 6.6)事件的案例研究,基于删除先前地震序列中常见地区超过既定阈值的强度。本文系统地应用该方法,通过改变烈度切割阈值,分析了意大利一些地震序列的地震参数变化。结果对所提出的方法及其可靠性提供了更完整的评价,并提出了一种基于所有可用mdp来计算余震地震参数的替代方法。补充信息:在线版本包含补充资料,下载地址为10.1007/s10518-024-02073-x。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Analysis of the macroseismic cumulative damage in the seismic sequences in Italy

During seismic sequences, macroseismic damage effects cannot always be distinguished and assigned with certainty to individual shocks. In particular, the intensity that quantifies the effects of the earthquakes is a classification of the cumulative effect of all the shocks that occurred. This affects the estimation of the macroseismic parameters that can be obtained (location, magnitude), which cannot have the same reliability as single mainshocks, with implications for seismotectonics or hazard assessment. To try to solve this problem, a methodology was recently proposed using the case study of the event of 2016, October 30th (Mw = 6.6), based on the deletion of intensities above an established threshold for common localities hit by previous earthquakes during a sequence. In this paper, we analyse the variation of earthquake parameters of some Italian sequences by systematically applying this methodology and varying the cut threshold of intensity. The results provide a more complete evaluation of the proposed method and its reliability and suggest an alternative approach based on all available MDPs to compute earthquake parameters of aftershocks.

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来源期刊
Bulletin of Earthquake Engineering
Bulletin of Earthquake Engineering 工程技术-地球科学综合
CiteScore
8.90
自引率
19.60%
发文量
263
审稿时长
7.5 months
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.
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