本文的研究可以为住宅区抗风设计提供参考。
The results obtained in this paper can be applicable to wind-resisting design of residential district.
为双塔高层建筑的抗风设计提供了合理的风载取值。
Reasonable wind loads is provided for the design of wind resistance of twin-tower building.
目前，大多数建筑物主要依据相关设计规范进行抗风设计。
However, as for most of structural buildings, major references of anti-typhoon design are related codes.
该实用公式可直接供单体四坡屋面房屋抗风设计参考和应用。
These practical formulae can be directly applicable to the wind resistance design of single hip roofed buildings.
高层建筑风振舒适度的控制是结构抗风设计的一项重要内容。
Controlling the comfort of tall building due to wind induced vibration is important for structure design.
计算结果表明，该桥无需做风洞实验。能够满足抗风设计要求。
The results showed that the bridge can meet the demand of design without tunnel test.
由于此钢拱结构的刚度分布极不均匀，对抗震及抗风设计均不利。
The structure rigidity is not uniform, so it is in a disadvantageous condition when imposed by wind or earthquake loads.
本文探讨了矩形塔式高层建筑满足人舒适要求的三维抗风设计方法。
This paper presents a 3-d wind resistant design method satisfying comfort requirements of residents of tower buildings with rectangular cross-section.
结构抗风设计也正从确定性方式向基于可靠性理论的概率性评价过渡。
The wind-resistant design of structures is also being transited form the deterministic pattern to a reliability theory based probabilistic assessment.
本文提出了设置粘弹性阻尼器的钢结构高层建筑抗震抗风设计的实用方法。
This paper presents a practical method for wind and earthquake resistant design of steel tall buildings installed with viscoelastic dampers.
相对于抗震设计而言，大跨屋盖结构的抗风设计，目前尚无设计规范可依。
Relative to the seismic - resistant design, no corresponding items in criterions can be referred to wind - resistant design of the large span steel roof structures up to now.
为研究高压输电塔线体系的合理化抗风设计，进行了气动弹性模型风洞试验。
An aeroelastic wind tunnel test was carried out to study the rational wind resistant design method for high-voltage transmission tower-line coupling system.
在悬索桥的抗风设计中，流线型箱梁由于具有较好的抗风性能而得到广泛应用。
In the process of wind-resistance design of suspension Bridges, streamlined box girder has been widely applied because of its better wind-resistance performance.
此外，风洞试验还能为桥梁抗风设计理论和规范的改进提供最直接有效的依据。
In addition, the test can improve directly the theory of wind resistance design to bridge and improve the code of wind resistance design.
静力等效风荷载是结构抗风设计的重要内容，不同国家和地区的风荷载规范不同。
The equivalent static wind load (ESWL) is important for the wind-resistant design of practical structures. The wind-load codes of different countries and areas are different.
大跨索网结构广泛应用于工程实际，该结构的风振系数是结构抗风设计的重要参数。
The long-span cable nets structures are being widely used in practical engineering, and the wind-induced coefficient is important for the design of the structures.
温室周围存在着较为复杂的绕流风场，其表面的风压分布是温室抗风设计与优化的依据。
Around the greenhouse has the more complex on flow wind field, its superficial wind pressure distribution is the basis of the design and the optimized that greenhouse goes against the wind.
经表面风压特性分析指出表面风压分布的机理，分析确定不利于结构抗风设计的区域及风向角。
After the surface pressure characteristics of the surface pressure distribution that the mechanism of wind-resistant design to determine the structure is not conducive to regional and wind direction.
研究成果对未来的超大跨度斜拉桥的抗风设计和施工具有一定的理论指导意义和参考应用价值。
The research results provide helpful guidance and valuable reference for the construction of the super long-span cable-stayed bridge.
研究的结论可为今后人行悬索桥的设计提供有益的参考，也为该类型桥梁的抗风设计等奠定基础。
Conclusion of the research may offer good reference to future pedestrian cable suspension bridge design, also it may be used as the foundation for anti-wind design of this type of Bridges.
因此，研究开孔结构的风效应是一个重要课题，对进行大跨空间结构抗风设计具有十分重要的意义。
Therefore, it is a important issue to investigate the wind effect for large space roof structure with openings. And it is of great significance in wind resistance design.
风荷载作用的体型系数和风致动力性能是开敞式拱形波纹钢屋盖结构抗风设计必须要解决的关键问题。
The shape coefficients of wind load and wind-induced response are key problems in the wind resistant design of open-type ACSR.
基于概率方法建立了高柔结构顺风向抗风设计中，考虑地震作用组合的总水平荷载的计算模型并进行了求解。
A model on the earthquake effect combination in wind resistant design of high-rise flexible structures is proposed in accordance with the probability method.
因此当连廊的刚度与主体建筑刚度相比较弱时，连廊的风振分析与抗风设计往往成为设计中的关键问题之一。
When the skybridge rigidity is weak comparing with that of the buildings, the wind vibration analysis and wind resistant analysis become very important in the design of skybridge.
研究结果表明本文推导的方程能准确的预测背景孔隙对风致内压响应的影响，能为工程抗风设计提供有效的理论依据。
It is shown that background porosity reduces internal pressure fluctuation and this effect can be predicted accurately by using the governing differential equation deduced in this paper.
给出了100年重现期屋面极值风荷载等压线图和体型系数，所得结论对于西部地区此类结构的抗风设计有参考作用。
It presents wind load "s extremum and shape coefficient in 100year design reference period. The conclusion supplies references to similar structures in design of resisting wind at westward region."
风流经过大跨屋面时，由于气流分离在屋面的大部分区域产生强大的吸力，并引起柔性屋面结构的振动，因此大跨屋面结构抗风设计需考虑风振响应和风振系数。
The wind load has recently become a major concern in wind-resistant design of long-span roof structures due to their characteristics: light, flexible, lightly damped, low natural frequency and so on.
改善抗风稳定性能是大跨度悬索桥设计和建造中的一个重要课题。
To improve the wind stability performance of long span suspension Bridges is an important subject in the design and construction.
针对飞翼无人机的特性，利用侧航法和侧滑法设计了侧风着陆控制系统，仿真了系统抗侧风干扰的能力并进行了对比分析。
Based on the characteristics of flying wing UAVs, crosswind landing control systems were designed through the crabbed method and the side-slipping method.
以实际工程为背景，对门式刚架结构抗风柱的受力特点、设计方法、构造措施进行了分析，并提出了建议性的设计方。
Based on actual project, the paper analyses the forced features, design method and conformation of a wind column for a structure with portal frame.
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