relative stiffness ratio

基本解释

The peak acceleration responses are fully controlled by the relative stiffness ratio and the input seismic excitation, and their distributions are quite complicated.
随着节点相对刚度比的增加，结构在地震作用下的峰值加速度反应受输入地震波能量分布特征的控制，分布规律非常复杂。
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.
结果表明：结构自振频率随着节点相对刚度比的增加不断增大，当节点相对刚度比在0。
Experimental investigation on the effect of the relative stiffness ratio between superstructure and ground soil on the fundamental frequency of soil-structure system;
根据试验结果得到钢框架模型基频折减率和上部结构与地基相对刚度比的关系式。