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In dynamic analysis of complicated structure, critical Angle of seismic wave is corresponding to critical response of structure.
对于复杂结构，在动力分析中地震波的最不利输入方向对应着结构的最不利反应。
The influences of incident Angle of wave, surface flow velocity, shape of tunnel's section and support structures on the dynamic response of an SFT are analyzed.
计算分析了波浪入射角、表面流速、隧道断面形式和支撑形式对悬浮隧道动态响应的影响。
The effects of R/h ratio, L/R ratio and cone angle on the dynamic response of the conical shells are discussed in this section.
分析了圆锥壳结构的径厚比、长径比及锥角变化对结构应力响应的影响。
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