Based on random vibration theory, the response of the structure under random wind load and the formula of windvibrationfactor was developed.
笔者为此从随机振动理论出发,对点支式幕墙支撑结构的风振系数进行了研究。
2
Many issues of wind power gear box are increasingly emerging, of which the vibration and noise of gear system becomes an important factor affecting the normal operation of the wind turbine.
The dynamic effect of wind induced vibration is not outstanding, and the moment pressure enlarging effect of the fluctuation wind can be approximately considered by the gust factor.