Then is expressed as (7)Where is the gain coefficientofdisplacement feedback.
此时， 表示为（7）式中为位移反馈增益系数。
2
Then, the structural influencing coefficient and displacement amplification factor are calculated and compared with the analysis result of Pushover method.
本文系统地分析了多层抗弯钢框架的结构影响系数和位移放大系数。
3
And slope displacement, acceleration and stability coefficient under influence of blasting vibration are analyzed and calculated.