意大利埃米利亚-罗马涅地区地震破坏情景评估框架

Elena Simoni, N. Buratti, C. Mazzotti
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引用次数: 2

摘要

在地震刚发生后,必须有应急计划和破坏情况,以便民防机构和风险管理组织能够发现和控制危急情况。这些工具依赖于对潜在受影响地区的具体特征的了解,包括内在特征(如形态学、近地表地质等)和危险因素(如建筑类型、人口分布等)。所有这些信息在地震风险或破坏情景评估程序中被结合起来。本文提出了一个用于估计意大利北部艾米利亚罗马涅地区地震破坏情景的框架。首先提出了基于区域衰减关系、空间相关模型和土壤数据的地震动图估计模型。这些地图是根据不同的地面运动强度测量方法计算出来的,然后与建筑物的空间分布数据和脆弱性模型相结合。为了考虑不同的不确定性来源,即地震动强度、易损性模型的定义等,采用蒙特卡罗模拟方法估计了各城市不同破坏程度建筑物的分布。最后,与2012年Emilia地震后观测到的震害数据进行了比较。
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A FRAMEWORK FOR THE ASSESSMENT OF SEISMIC DAMAGE SCENARIOS IN THE EMILIA-ROMAGNA REGION, ITALY
In the immediate aftermath of an earthquake, it is essential that emergency plans and damage scenarios are available so that civil protection agencies and risk-management organizations can detect and contain critical situations. These tools rely on the knowledge of the specific features of the potentially affected area, both in terms of intrinsic characteristics (e.g. morphology, near surface geology, etc.) and of elements at risk (e.g. building typologies, population distribution, etc.). All these pieces of information are combined in seismic-risk or damage scenario assessment procedures. This paper presents a framework developed for estimating seismic damage scenarios for the Emilia Romagna region in Northern Italy. Models for estimating ground-motion shake maps, based on regional attenuation relationships, spatial correlation models and soil data are first presented. These maps, which are computed considering different ground-motion intensity measures, are then combined with data on the spatial distribution of buildings, and fragility models. In order to consider the different sources of uncertainty, i.e. ground-motion intensity, definition of the fragility models, etc., a Monte Carlo simulation approach is used for estimating the distribution of buildings with different damage levels in each municipality. Finally, the paper presents comparisons with damage data observed after the 2012 Emilia earthquake.
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GENETIC OPTIMIZATION FOR THE DESIGN OF SEISMIC RETROFITTING OF PLANE RC FRAMES WITH BUCKLING RESTRAINED BRACES (BRBS) LARGE-DISPLACEMENT RESPONSE OF UNREINFORCED MASONRY STRUCTURES: COMPARISON BETWEEN ANALYTICAL SOLUTIONS AND DEM MODELS INCLUDING OPEN-SOURCE SOFTWARE CYCLIC TESTING OF 1:40 SCALE CANTILEVER RC ELEMENTS WITH DIGITALLY MANUFACTURED REINFORCEMENT 3D ROCKING MOTION: BLIND PREDICTION CONTEST RESULTS AND INFLUENCE OF EVALUATION METRIC ON THE RANKINGS EXPERIMENTAL AND NUMERICAL INVESTIGATION OF THE PLASTIC CYCLIC BEHAVIOUR OF SIMPLE STEEL COUPONS
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