The basic type of response of multi-degree-of-freedom systems is free undamped
vibration. Analogous to single degree of freedom systems the analysis of free
vibration yields the natural frequencies of the system. For the analysis, the elastic
(restoring) properties of the system must be described first. This can either be done
in terms of stiffness or flexibility
全部回复(1 )
只看楼主 我来说两句 抢板凳