以往的场地地震反应分析程序往往缺乏很好的前后处理，难以应用于实际工程。
Most programs capable of analysis of site earthquake response don't include pre - and post-processing, so that they can't be good at engineering practice.
在本模型中考虑了土壤特性（如密度与剪切模量） 沿深度的非均匀变化，通过对典型场地剖面的数值计算探讨了有关因素对场地地震反应的影响。
In thiS model, non-uniformly variations of soil density and shear modulus with depth are taken into consideration. Numerical computations are conducted for typical cases.
中国公众对这场地震灾难的反应与官方展示的温情相一致。
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