Then is expressed as (7)Where is the gain coefficient of displacement feedback.

此时， 表示为（7）式中为位移反馈增益系数。

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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。

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And slope displacement, acceleration and stability coefficient under influence of blasting vibration are analyzed and calculated.

计算并分析爆破震动对边坡位移、加速度和稳定性系数的影响。

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