Finally the reduced coefficient of active earth pressure has been analyzed in this paper, which further confirmed the formula rationality.
最后对主动土压力折减系数做了分析，进一步验证了公式的合理性。
According to Rankine earth pressure model considering deformation, the reduced coefficient of a passive earth pressure is explored theoretically.
根据考虑变形的朗肯土压力模型，对被动土压力折减系数进行了理论探讨。
After changing wind Angle, the wind pressure coefficient has slightly reduced.
改变风向角后，风压系数略有减小。
The numerical results show that with the adaptive passive control, the separation bubble length was reduced to 45% of its original length, and the low total pressure recovery coefficient was improved.
数值结果表明，施加自适应无源被动控制后，分离区长度减小为无控制时的45%，控制区域的总压恢复系数和流场均匀性提高。
The numerical results show that with the adaptive passive control, the separation bubble length was reduced to 45% of its original length, and the low total pressure recovery coefficient was improved.
数值结果表明，施加自适应无源被动控制后，分离区长度减小为无控制时的45%，控制区域的总压恢复系数和流场均匀性提高。
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