In this paper, analyses of second_order random wind vibration response for steel braced frame structures in highrise buildings are carried out.
对高层钢框架-支撑结构二阶随机风振响应进行了分析。
The effect of random wind load applied on the structure is simulated and calculated. And random wind vibration response of the structure is studied deeply.
模拟计算了施加于结构的随机风荷，并对结构的随机风振响应作了较深入的研究。
The analysis result of random wind vibration response of the modified structure shows that the wind resistibility of structure has been obviously improved.
改进后的结构的随机风振响应分析结果表明结构的抗风能力得到明显提高。
Coefficient parameters of viscous damper were analyzed, the rational parameters were proposed, and the elasticity-plastic anti-seismic time-history analysis and random wind vibration were performed.
对黏滞阻尼器阻尼系数进行了参数分析，得到黏滞阻尼器比较合理的阻尼系数，然而进行了弹塑性抗震时程分析和随机风振分析。
Thus, discrete random vibration theory is applicable, and recurrence formulas to calculate dynamic response of guyed mast under stochastic wind load are deduced.
于是离散分析理论适用，推导出桅杆结构随机风振响应的递推公式。
Based on random vibration theory, the response of the structure under random wind load and the formula of wind vibration factor 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。
The random vibration method for the analysis of large parabolic antenna structure response to wind load is proposed in this paper.
本文提出了大型抛物面天线结构风振响应分析的随机振动方法。
After color noise as wind load is generated from white noise filter, wind-induced vibration of guyed masts is described as random vibration under white noise excitations.
经过对风荷载这种有色噪声进行白噪声滤波，桅杆结构的风致振动描述为白噪声激励下的随机振动。
Based on random vibration theory, the along wind structural response formulae are derived.
基于结构随机振动理论，可导出顺风向风振时各类风响应。
In this paper, the problem of antenna structure under the random wind load is studied by the theory of random vibration.
本文应用随机振动的理论研究天线结构风荷响应问题。
The response of the shell of reenforced concrete hyperbolic cooling towers to turbulent wind has been investigated theoretically by applying the spectrum method of random vibration theory.
钢筋混凝土双曲冷却塔壳体的阵风响应曾应用随机振动理论的谱分析法进行研究。
In this paper, the effect of spatial correlations of wind-excited random vibration is studied and the corresponding formulas for towers and tall buildings are presented.
本文研究随机风振空间相关性的影响，导出了针对高耸高层结构考虑空间相关性的风振计算有关公式。
This paper simplifies the vertical launch vehicle as a cylindrical cantilever beam and builds the response to wind with any direction for the vehicle using random vibration theory.
本文将垂直发射飞行器简化为圆柱形悬臂梁，利用随机振动理论，建立了飞行器任意风向的响应。
The random vibration analysis of stochastic antenna structures under wind excitation is studied in this paper.
研究随机天线结构的风激随机振动响应问题。
The vibration response of composite sheets at random wind excitation is analyzed and studied in this paper.
本文研究复合材料层板结构的风激随机振动响应问题。
Solution of wind induced random vibration of large span roof structures based on CQC method;
基于荷载响应相关法提出了一种计算大跨屋盖结构等效静力风荷载的新方法。
Solution of wind induced random vibration of large span roof structures based on CQC method;
基于荷载响应相关法提出了一种计算大跨屋盖结构等效静力风荷载的新方法。
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