Effect coefficients of the response spectra flat section values of three kinds of soil layer constructions were found by comparing the average values with those of the normal profiles.
通过与正常剖面的反应谱平台值比较，给出了三种土层结构的反应谱平台值的影响系数。
With implicit parallel mechanism and adaptability. So it is fit for those kinds of multidimensional nonlinear problems with multiple peak values.
具有隐并行机制和自适应性，因此他非常适合于多维，非线性和具有多峰值的问题。
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