本文提出一种计算砖砌体结构地震易损性矩阵的方法。
In this paper, a method for calculating seismic vulnerability matrix of brick masonry structure is put forward.
本法提出的研究方法还可以用于其它类型结构的地震易损性分析。
Moreover, the research method can also be used for the analysis of seismic performance of other types of structural.
地震易损性分析的结果是地震易损性分析图，总的易损性指数M是编制易损性分析图的依据。
The result of the seismic vulnerability analysis is presented as a map of seismic vulnerability analysis. The total index m is the base for compiling a map of vulnerability analysis.
然后提出了一种利用空间协同时程分析结果，对配筋砌体结构地震易损性进行定量评价的方法；
Then using the program, the authors give an earthquake vulnerability evaluating method for the reinforced masonry structures.
本文通过对地震易损性函数关系的解析推导，揭示了若干重要关系，证明了两种表达式的一致性。
However, this study verifies the consistency of the two formulations via the analytical derivation of the seismic fragility function, in which some important relationships are found.
本文将求解建筑物地震易损性指数曲线的分析方法及程序与GIS技术相结合，建立了可视化模型。
A visual model is set up by using GIS technology combined with the method of working out the earthquake vulnerability index curve.
本文采用概率方法借助于拉丁超立方采样技术和非线性地震反应时程分析对多层住宅砖房的地震易损性进行分析。
This paper analyzes the seismic vulnerability of multistory dwelling brick buildings by Latin Hypercube Sampling technique and nonlinear seismic time history response analysis.
运用整体风险分析法对隧道工程在地震荷载作用下的易损性进行评估。
Assessment is made on the vulnerability of the tunnels to the earthquake loads based on the holistic risk analysis approach.
地下管道的易损性评价是生命线地震工程风险评价体系的重要研究内容。
The vulnerability assessment of underground pipelines is significant for risk assessment system of lifeline anti-seismic engineering.
影响城市建筑物抗震能力的因素包括城市所处的地震危险性环境和城市建筑物的易损性。
The factors that influence seismic capacity of city building include seismic hazard environment and building vulnerability.
通过比较两种类型建筑物的相对地震表现，使我们能从一种建筑物的易损性，推演出另一种建筑物的易损性。
By comparing, the vulnerability curves of one building kind are derived from the vulnerability of the other building kind.
通过比较两种类型建筑物的相对地震表现，使我们能从一种建筑物的易损性，推演出另一种建筑物的易损性。
By comparing, the vulnerability curves of one building kind are derived from the vulnerability of the other building kind.
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