relative stiffness ratio

基本解釋

The peak acceleration responses are fully controlled by the relative stiffness ratio and the input seismic excitation, and their distributions are quite complicated.
隨著節(jié)點(diǎn)相對剛度比的增加，結(jié)構(gòu)在地震作用下的峰值加速度反應(yīng)受輸入地震波能量分布特征的控制，分布規(guī)律非常復(fù)雜。
The results indicate that the natural frequencies are increased with adding the relative stiffness ratio, and the change is apparent when the ratio varies between 0.
結(jié)果表明：結(jié)構(gòu)自振頻率隨著節(jié)點(diǎn)相對剛度比的增加不斷增大，當(dāng)節(jié)點(diǎn)相對剛度比在0。
Experimental investigation on the effect of the relative stiffness ratio between superstructure and ground soil on the fundamental frequency of soil-structure system;
根據(jù)試驗(yàn)結(jié)果得到鋼框架模型基頻折減率和上部結(jié)構(gòu)與地基相對剛度比的關(guān)系式。