Evaluation results show that in the response analysis of structure to wind-induced vibration, the effects of SSI on the wind responses are not always conservative.
计算结果表明：在结构的风振响应分析中，考虑SSI并不总是安全的。
This paper describes an Inverse Wavelet Transformation (IWT) approach to simulate target wind series with intermittency for given spectral functions as the input of structural wind responses analysis.
研究生成既满足给定的工程谱特性，又具有间歇性结构的风速序列作为结构气动计算的输入。
This paper has worked out the vibration equation of cable truss by treating it as a discrete system and solved the vibration frequency and the displacement responses under stochastic wind loading.
本文采用离散理论求得索桁架的振动方程，进一步可求得在随机风荷载作用下索桁架结构的振动频率及其位移响应。
Generally, either the full bridge model wind tunnel test or section model wind tunnel test with analytical procedure is used to evaluate buffeting responses of Bridges.
对于风力作用下所引起的桥梁主梁抖振反应，通常采用全桥风洞试验或断面模型风洞试验配合数值分析进行评估。
Simplifying the computational process of wind induced responses of tall buildings is very important for practical purpose and code applications.
简化高层建筑风致响应的计算对实际工程和规范应用均具重要意义。
This paper presents a statistical analysis method on extreme distribution of the wind vibration responses for tower structure under wind loads.
提出了塔结构风振反应最大值分布的统计分析方法。
The responses of sea surface temperature (SST) in the western equatorial Pacific warm pool to the westerly wind bursts (WWBs) play an important role in the relationship between WWB and ENSO.
赤道西大平洋暖池海表温度(SST)对西风爆发(WWB)的响应是WWB与ENSO相互作用的一个重要环节。
The responses and equivalent static wind loads are both divided into mean, background and resonant components, and the formulas for these components are given correspondingly.
将结构风致响应分解为平均响应、动力响应的背景分量和共振分量，给出了相应的计算公式；
The proportion of the background component and resonant component in peak responses is been compared at different wind azimuths and different rigidity.
比较了在不同结构刚度下，各个风向角的峰值响应的共振部分与背景部分的比例。
The dynamic responses of aeroelastic models based on CZ-2 and Saturn IB under ground wind load are calculated. The results are in good agreement with the measured responses.
并对CZ - 2、土星IB气动弹性模型在地面风荷载下的动态响应进行工程计算，与试验结果有良好的一致性。
As far as the vibration control of Bridges is concerned, most attentions are paid to the dynamic responses subjected to wind loads or seismic excitations.
对于桥梁结构振动响应的控制研究，目前多集中于地震和风振响应控制。
Flutter derivatives play very important roles for determining the flutter critical wind speed and buffeting responses of long-span Bridges.
气动导数是大跨桥梁结构颤振和抖振分析中确定颤振临界风速和抖振响应的重要依据。
This paper obtains static wind loads based on numerical wind tunnel modeling, and presents the effective theoretic method of wind induced dynamic responses and equivalent wind load analysis.
本文通过数值风洞模拟方法得到了各风向下穹顶结构的平均风压，尤其是给出了有效分析风激动力响应和等效风荷载的理论方法。
Furthermore, it is suited for the calculations of the structures resisted wind force and analysis of the structural responses as affected by parameters.
本程序适用于高层建筑的抗风计算和参数影响分析等方面的计算工作。
Moreover, a variance compensation technique is presented to improve calculation accuracy of wind-induced responses.
另外，提出以方差补偿技术改善风致响应计算精度。
Based on rigid model wind tunnel test, wind-induced responses of a neotype hybrid-structure with cable-net curtain walls (a large-scale museum structure) are computed.
基于刚性模型风洞试验，对一个具有索网幕墙的新型杂交结构——某大型博物馆结构进行风致响应计算。
With the across-wind force spectrum, the across-wind dynamic responses of tall square-section buildings with aspect ratio of 6 is analyzed in the conditions of different ground and wind velocities.
引入横风力谱模型，分析了某高宽比为6的方形截面高层建筑在不同地貌和风速条件下的横风向风振响应。
The lateral displacement responses of the bridge are mainly controlled by wind load.
它是引起的桥面横向位移响应的重要因素。
The paper proposes a model mechanism so called Cross-tensioned Spring Damper, by which the along stochastic wind-load dynamic responses of tall buildings can be controlled efficiently.
本文提出了用斜拉弹簧阻尼器模型装置控制高层建筑结构的顺风向随机风振反应。
Because the across-wind dynamic responses of some high-rise buildings exceed the along-wind dynamic responses, the across-wind vibration would become the control factor of structure design.
对于某些超高层建筑，其横风向风振响应甚至超过顺风向而成为结构设计的控制性因素。
Through the response evaluation of frame structures to wind-induced vibration, the effects of soil-structure interaction (SSI) on the responses of the structures are illustrated.
通过框架结构的风振响应计算，说明土-结构相互作用(简称ssi)对结构风振响应的影响。
Based on the finite element model of a landscape chimney by SAP2000 and wind load history, the dynamic responses of the chimney were analyzed using time domain method.
采用SAP2000软件建立了某景观烟囱的结构分析模型，输入风荷载时程进行风振响应分析。
Based on the pressure measurements of wind tunnel test on a rigid structural model, this paper first calculated the equivalent objective responses induced by fluctuating wind.
在刚性建筑模型风洞测压试验的基础上，首先求出脉动风致等效目标响应。
The responses of Buoy and chain have been computed for different wind wave current directions and different rigidity of chain. The results...
对不同的风波流方向及链刚度，计算了浮筒的运动及链力，结果显示本文的模型是合理的。
The responses of Buoy and chain have been computed for different wind wave current directions and different rigidity of chain. The results show that comp...
对不同的风波流方向及链刚度，计算了浮筒的运动及链力，结果显示本文的模型是合理的。
The responses of Buoy and chain have been computed for different wind wave current directions and different rigidity of chain. The results show that comp...
对不同的风波流方向及链刚度，计算了浮筒的运动及链力，结果显示本文的模型是合理的。
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