摘要
本文在状态空间推求金井功率谱地面运动激发下非比例阻尼体系平稳反应的精确封闭解。这一解答形式较简,计算方便,可在需要考虑非比例阻尼特点的各种体系抗震研究中采用。
The accurate closed solution of stationary response of the non-proportional damping system excited by the ground movement of Kanai power spectrum is deduced in the state space. This solution is simple in form and convenient for calculation. It can be adopted in the anti-earthquake research of various systems when non-proportional damping characterisics are necessarily taken into consideration.
基金
博士点基金
