The static wind stability factor of T-Frame Bridge with double slander piers is derived according to the Principle of Virtual Work in Finite Displacement Theory.
根据有限位移理论中的虚功原理，推导了双薄壁墩T构在横向风力作用下的静力稳定系数的表达式。
Based on actual project, the paper analyses the forced features, design method and conformation of a wind column for a structure with portal frame.
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。
A main screen must anchored and must have a better frame self to fight wind.
为了抗风，主屏必须锚固，并且屏体自身应有良好的结构。
These are connected via additional structural members with the upper and lower sides of the main beams and equipped with additional wind bracing on the upper surface of the frame.
它们均通过主梁的首末端等附加构件连接，并在框架上表面装配附加风支柱。
Static analysis subject to wind and seism load is done and the behavior of frame-brace steel-concrete hybrid structure is investigated.
进行了风荷载和地震荷载下的静力分析，探讨了框架-支撑钢-混凝土组合结构在各种荷载作用下的受力性能。
Based on traditional bracing system of wind tunnel testing, a system of hanging brace of large Angle of attack was designed, which can reduce frame interference.
基于传统的风洞试验支撑系统，设计了能减小支架干扰的大攻角张线式支撑系统。
The horizontal stiffness of steel frame is relatively weak, and structures will collapse under seismic or wind loads.
钢框架结构水平刚度相对比较弱，在地震或风荷载的作用下结构将出现破坏。
You are to frame some of them, likewise, for shelter, that when the wind blows sharp you may walk as in a gallery.
并且应当把他们之中的另一部分造成辟风的，以便在风吹得很厉害的时候，在里面走路如在有遮蔽的廊中走路一般。
Not only the force feature of frame-tube structure with rigid arms under earthquake load and wind load, but also the measures which should be taken are discussed.
结合工程实例，分析了超高层建筑结构中桩基及主体结构体系选择，探讨了超高层建筑采用框架-筒体增设刚臂结构体系在地震和风载作用下的结构受力特点及其应采用的一些措施。
Considering the severe influence of typhoon at that region, the wind-resisting trusses are designed together with the enhanced braces and the arrangement of cooperate with RC frame of main building.
工程所在地区受台风影响较大，通过设置抗风桁架、加强柱间支撑、由钢结构和主体混凝土结构协同作用等措施来满足结构抗风能力。
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。
Not only the force feature of frame-tube structure with rigid arms under earthquake load and wind load, but also the measures which should be taken are discussed.
在框架-核心筒体系中设置刚臂以提高结构的抗侧刚度是结构工程师经常采用的一种做法。
The plane frame is calculated under horizontal load-wind and earthquake by using ANSYS finite element analysis software.
利用有限元分析软件ANSYS对某平面框架进行水平荷载——风荷载、地震荷载作用下内力计算，并同手工计算方法进行了比较。
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。
Several flow guiders are fixed in between the frame base and the frame. The flow guiders have the first and the second curve surfaces to largely decrease noise and increase wind pressure.
以及多个导流片，设置于该基座与该外框之间，其中该导流片具有一第一曲面和一第二曲面，以大幅降低扰流噪音并可提高风压。
The Aero-Box Vari Frame reduces wind drag compared with a standard air-flow pattern, maximizing the power of the swing and the transfer of energy to the ball.
拍框上部可以减少挥拍空气阻力，拍框下部可以增加控球能力，让球拍攻防兼备。
The Aero-Box Vari Frame reduces wind drag compared with a standard air-flow pattern, maximizing the power of the swing and the transfer of energy to the ball.
拍框上部可以减少挥拍空气阻力，拍框下部可以增加控球能力，让球拍攻防兼备。
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