... 负冲击响应谱 negative shock response spectrum 设计响应谱 design response spectrum 冲击最大响应谱 Maximum Shock Response Spectrum ...
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inelastic design response spectrum 非弹性设计反应谱
linear elastic design response spectrum 线弹性设计反应谱
design floor response spectrum 设计楼层反应谱
design ground response spectrum 设计地面反应谱
The selecting waves' response spectra should be in accordance with the Code's design response spectrum .
我国规范要求所选波的反应谱拟合规范反应谱。
According to the seismic design code about Bridges and the actual condition, the design response spectrum and the design time history seismic wave are choiced.
按照公路桥梁的相关抗震规范规定，根据实际条件选定反应谱和地震波。
The ratio of vertical and horizontal predominant period is 0.7-0.9, so independent characteristic period of vertical design response spectrum should be defined.
竖向与水平向地震动分量卓越周期的比值在0.7 - 0.9之间，竖向设计反应谱的特征周期应有单独规定。
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