通过高层结构弹性和非弹性地震时程反应分析，研究了两者的位移反应关系。
In this paper the relationship between the elastic and inelastic seismic displacement responses of high-rise buildings is studied by time history response analysis.
假定土层的剪切模量随深度线性变化，得到土层的最大位移反应的均值和方差。
Assuming that shear modulus of the soil foundation is linear along depth, the mean and the variance of the maximal displacement response are obtained.
利用支撑爆破中三次爆破震动的监测数据，拟合了速度、加速度和位移反应谱曲线。
Using the data from the monitoring of blasting vibration in three bracing blasts, the response spectra of velocity, acceleration and displacement are fitted out.
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