唐山地震人员伤亡数值模拟与评估
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摘要
应用作者提出的地震人员伤亡指数和状态函数的概念,进一步给出初始人员伤亡矩阵,并借助于几个概率分布函数确定了砖砌体结构的初始人员伤亡矩阵,建立了地震人员伤亡动态量化评估方法,以此方法对唐山地震进行了人员伤亡数量的模拟与评估。
By using the index and state-function of casualties the authors proposed,the initial seismic casualties' matrix was formed.After determining the initial casualties' matrix of brick masonry structure with the aid of several probability distribution functions,the dynamic assessment method of seismic casualties was established.Then the authors carried out the numerical simulation and assessment of Tangshan seismic casualties by using this method.
引文
[1]赵振东.地震人员伤亡指数与人员伤亡状态函数[J].自然灾害学报,1998,7(3):90~96.
    [2]Zhao Zhendong,Zheng X iangyuan.Casualties’states during destructive earthquakes[J].Earthquake Research in Ch ina,2001,15,(2):215~221.
    [3]于大中,韩万星,刘战琪,等.今日唐山[M].北京:中国统计出版社,1996.

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