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Impact of Temporal Population Distribution on Earthquake Loss Estimation:A Case Study on Sylhet,Bangladesh 被引量:3
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作者 Sharmin Ara 《International Journal of Disaster Risk Science》 SCIE CSCD 2014年第4期296-312,共17页
To estimate human loss in an earthquake-prone area, it is necessary to analyze the role played by the spatiotemporal distribution of the area’s resident population. In order to evaluate earthquake impact, this articl... To estimate human loss in an earthquake-prone area, it is necessary to analyze the role played by the spatiotemporal distribution of the area’s resident population. In order to evaluate earthquake impact, this article focuses on the spatiotemporal distribution of population and five scenario earthquakes that form the basis for loss estimation in the city of Sylhet, Bangladesh. Four temporal contexts(weekday, weekly holiday, the 30 days of Ramadan, and strike days) expand the more typical daytime and nighttime settings in which to examine hazard risk. The population distribution for every 2 hour interval in a day is developed for each type of day. A relationship between the occupancy classes and average space(persons per 100 m^2)is used to distribute people in each building regardless of building locations. A total daytime and nighttime population is obtained for each building and the estimated nighttime population is used to model the population for four temporal scenarios in a year based on different factors and weights. The resulting data are employed to estimate population loss for each of the temporal and earthquake scenarios. This study used building-specific human vulnerability curves developed by the Central American Probabilistic Risk Assessment(CAPRA) to obtain possible loss of life estimates. The results reveal that there is a high positive correlation between the spatiotemporal distribution of population and the potential number of casualties. 展开更多
关键词 BANGLADESH CAPRA Distribution modeling earthquake loss estimation Spatiotemporal population distribution Temporal scenarios
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Economic and Human Loss Empirical Models for Earthquakes in the Mediterranean Region, with Particular Focus on Algeria
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作者 Abdelheq Guettiche Philippe Guguen Mostefa Mimoune 《International Journal of Disaster Risk Science》 SCIE CSCD 2017年第4期415-434,共20页
In this study, loss estimation models were developed for reasonably accurate assessment of economic and human losses from seismic events in the Mediterranean region, based on damage assessment at an urban scale.Data w... In this study, loss estimation models were developed for reasonably accurate assessment of economic and human losses from seismic events in the Mediterranean region, based on damage assessment at an urban scale.Data were compiled from existing worldwide databases,and completed with earthquake information from regional studies. Economic data were converted to a single common currency unit(2015 USD value) and the wealth of the areas affected by 65 earthquakes of the region from 1900 to 2015 was assessed. Reduced-form models were used to determine economic and human losses, with earthquake magnitude and intensity as hazard-related variables, and gross domestic product of the affected area and the affected population as exposure-related variables. Damage to buildings was also used as a hazard-related variable to predict economic and human losses. Finally, site-specific regression models were proposed for economic and human losses due to earthquakes in the Mediterranean region, and more specifically, in Algeria. We show that by introducing the damage variable into the models, prediction error can be reduced, and that accuracy of loss model estimation is site dependent and requires regional data on earthquake losses to improve. A case study for Constantine, Algeria shows the improvements needed for increased accuracy. 展开更多
关键词 Algeria earthquake loss estimation Mediterranean region Reduced-form models SEISMIC intensity SEISMIC MAGNITUDE
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基于POT-GPD模型的地震巨灾损失分布研究 被引量:7
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作者 耿贵珍 王慧彦 《自然灾害学报》 CSCD 北大核心 2016年第3期153-158,共6页
极值理论关注风险损失分布的尾部特征,通常用来分析概率罕见的事件,它可以依靠少量样本数据,在总体分布未知的情况下,得到总体分布中极值的变化情况,具有超越样本数据的估计能力。因此,基于GPD(generalized pareto distribution)分布的P... 极值理论关注风险损失分布的尾部特征,通常用来分析概率罕见的事件,它可以依靠少量样本数据,在总体分布未知的情况下,得到总体分布中极值的变化情况,具有超越样本数据的估计能力。因此,基于GPD(generalized pareto distribution)分布的POT(peak over threshold)模型可更有效地利用有限的巨灾损失数据信息,从而成为极值理论当前的主流技术(以下简称,POT-GPD模型)。针对地震巨灾发生频率低、损失高、数据不足且具有厚尾性等特点,利用POT-GPD模型对我国1969年至2013年间的地震直接经济损失数据进行了统计建模;采用样本Hill图及区间筛选算法选取阈值,并对形状参数及尺度参数进行了估计。模型检验表明,POT-GPD模型对巨灾风险厚尾特点具有较好的拟合效果和拟合精度,为地震巨灾风险估计的建模及巨灾债券的定价提供了理论依据。 展开更多
关键词 地震巨灾损失 损失分布 POT-GDP模型 参数估计 阈值
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基于GIS和体视化技术的工程场地地震液化势3D可视化
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作者 陈国兴 汤皓 刘建达 《岩土工程学报》 EI CAS CSCD 北大核心 2008年第4期584-590,共7页
工程场地地震液化势三维模型的建立及可视化研究的目的是用三维图形来描述地震动作用下场地液化势的空间分布特性,以此为城市防震减灾工作提供相应的支持。采用具有概率意义的饱和砂土抗液化强度经验公式来对场地进行地震液化势概率评价... 工程场地地震液化势三维模型的建立及可视化研究的目的是用三维图形来描述地震动作用下场地液化势的空间分布特性,以此为城市防震减灾工作提供相应的支持。采用具有概率意义的饱和砂土抗液化强度经验公式来对场地进行地震液化势概率评价;采用一种基于"块"模型的数据结构来描述场地液化势三维实体;结合Kriging插值法和体视化技术进行场地液化势的三维可视化建模。研究表明:采用"块"数据模型来分割模拟三维液化势场,利用Kriging法对工程场地地震液化势进行空间数据三维插值,有助于揭示勘探孔以外任意空间点的土层液化势信息;基于液化势概率评价结果和体视化技术,采用Kriging插值法,以不同的色标体现场地液化势的风险程度,可以直观的三维图像形式呈现场地液化势的空间分布特性和变化趋势,通过剖切自动生成指定位置的二维剖面和三维切割体,工程场地液化势的三维分布特性得到有效的表达。 展开更多
关键词 地震液化势 砂土液化概率判别法 三维建模 Kriging插值法 体视化 GIS
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基于地震损失估计概率模型的地震保险费及费率厘定 被引量:1
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作者 王冬 欧进萍 《地震工程与工程振动》 CSCD 北大核心 2014年第5期66-74,共9页
地震灾害给我国各类建筑物造成了十分严重的破坏,产生了巨额损失。以往我国地震灾害的补偿资金多由政府提供,覆盖面小且效率不高,因此研究如何合理厘定地震保险费和费率可以为我国尽早推进地震保险提供理论基础,极具现实意义。本文在充... 地震灾害给我国各类建筑物造成了十分严重的破坏,产生了巨额损失。以往我国地震灾害的补偿资金多由政府提供,覆盖面小且效率不高,因此研究如何合理厘定地震保险费和费率可以为我国尽早推进地震保险提供理论基础,极具现实意义。本文在充分研究各个成熟地震损失估计概率模型的基础上,提出了地震纯保费、经济保费、技术保费、毛保费和相应费率的计算方法。同时,考虑免赔额和赔偿限额、再保险和巨灾债券、资金的时间价值和保单理赔数据的反馈等影响因素,对保费和费率进行合理的调整。其中结合具体算例对免赔额和赔偿限额、资金时间价值的影响进行了定量分析,得出免赔额越大、赔偿限额越小、反映资金时间价值的贴现率越大时对保费和费率的影响越大。 展开更多
关键词 地震损失估计概率模型 保险 费率 免赔额 赔偿限额 资金时间价值
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考虑多维地震下的高耸塔台结构易损性分析 被引量:2
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作者 何乡 吴子燕 贾大卫 《自然灾害学报》 CSCD 北大核心 2021年第6期126-135,共10页
本文考虑了多维地震下高耸机场塔台结构的易损性分析。通过SAP2000建立塔台模型,选择了真实地震波数据,每条波的加载方式均为水平一维,水平二维和空间三维。以地面峰值加速度(PGA)作为地震强度的指标,基于Bootstrap参数区间估计法建立... 本文考虑了多维地震下高耸机场塔台结构的易损性分析。通过SAP2000建立塔台模型,选择了真实地震波数据,每条波的加载方式均为水平一维,水平二维和空间三维。以地面峰值加速度(PGA)作为地震强度的指标,基于Bootstrap参数区间估计法建立了在不同PGA不同维度地震的多维概率地震需求模型。建立了性能极限状态方程,通过蒙特卡洛(MC)法求解了破坏概率,得到了易损性曲线,并进一步引入易损性指数描述塔台的地震损伤,研究表明:在四种性能极限状态下,二维地震得到的破坏概率显著高于一维地震激励,因此若只考虑一维地震会显著高估结构的抗震性能;通过三维地震得到的破坏概率略高于二维地震,但总体上差异较小,因此二维地震已经满足工程精度;三维地震的易损性指数略高于二维地震,而二维地震显著高于一维地震,该结果与易损性曲线的结论一致,说明将易损性指数引入塔台结构的易损性分析是合理的。 展开更多
关键词 塔台 多维地震 Bootstrap参数区间估计 多维概率地震需求模型 易损性指数
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