并对模型参数进行灵敏性分析，评价了主要模型参数改变对模型的影响。
Sensitivity analysis of model parameter was conducted in order to evaluate the effect of parameter change on model.
用剪切梁层间失效模型来分析地震的发生并考虑关键参数的变化对模型的影响。
Shear beam model for interface failure was used for the earthquake occurring analysis considering the crucial parameters that affect this model in this paper.
在畸变参数标定中，采用了显著性检验和相关性检验两种方法，动态检测畸变参数对模型的影响程度。
For the calibration course of these distortion coefficients, two methods namely the notability check and the correlation check are used to observe dynamically how these distortions affect the model.
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