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风荷载     
相关语句
  wind load
     Wind load has been one of the control loads in the design of modern bridge.
     这使风对桥梁的作用愈加明显,风荷载已经成为现代桥梁设计的控制荷载之一。
短句来源
     The results show model fields of atmospheric boundary layers built in 4 m×3 m aeronautical wind tunnel are suitable to wind load and wind environment test of a building.
     结果表明:在4m×3m风洞中建立的模拟大气边界层流场适宜于建筑物风荷载、风环境模型试验.
短句来源
     In order to obtain reasonable wind loading and cover the worst cases,the wind load shape coefficients on surfaces of the 100 mm×100 mm×600 mm model(the dimension of the real building is 50 mm×50 mm×300 m) are partitioned according to their distribution feature and changing regularity.
     为了获得合理的风荷载,又能包络表面局部的最不利风荷载,根据sμ沿立面的分布和变化规律,提出了轮廓尺寸为100 mm×100 mm×600 mm的高层建筑模型(实际尺寸为50m×50m×300m)按立面分区和取值的建议.
短句来源
     Determination of dynamic and static wind load on a high-rise building
     高层建筑动态和静态风荷载的确定
短句来源
     Analyse、Experiment and Numerical Simulation of the Wind Load on Low-rise Buildings
     低矮型建筑风荷载的分析、实验及数值模拟
短句来源
更多       
  wind loads
     Investigation on Wind Loads for YZ_(22)Vehicle and Railway Freebeam Bridge
     YZ_(22)型车辆与铁路T型简支梁桥的风荷载研究
短句来源
     Determination of fluctuating wind loads is necessity to high-rise building design.
     风荷载是强风区高层建筑的主要侧向控制荷载,确定脉动风荷载是高层建筑结构设计的需要。
短句来源
     The paper studies random response and dynamic reliability analysis of structures subjected to wind loads.
     本文系统研究了风荷载作用下结构随机反应及动力可靠性分析方法,共分四个部分:风荷载的统计;
短句来源
     A STUDY ON WIND LOADS AND RESPONSES OF TERMINAL 3 AT BEIJING CAPITAL AIRPORT
     北京首都机场3号航站楼风荷载和响应研究
短句来源
     Mathematical Model of Torsional Dynamic Wind Loads on Tall Buildings
     高层建筑扭转风向动力风荷载数学模型
短句来源
更多       
  wind loading
     In order to obtain reasonable wind loading and cover the worst cases,the wind load shape coefficients on surfaces of the 100 mm×100 mm×600 mm model(the dimension of the real building is 50 mm×50 mm×300 m) are partitioned according to their distribution feature and changing regularity.
     为了获得合理的风荷载,又能包络表面局部的最不利风荷载,根据sμ沿立面的分布和变化规律,提出了轮廓尺寸为100 mm×100 mm×600 mm的高层建筑模型(实际尺寸为50m×50m×300m)按立面分区和取值的建议.
短句来源
     (3) Static response under 11 level of wind loading and 40cm thick snow loading.
     ③11级风荷载和40cm厚雪荷载作用下的静力响应。
短句来源
     STATIC AND DYNAMIC WIND LOADING ON CANTILEVERED GRANDSTAND ROOF
     体育场主看台大悬挑屋盖静动力风荷载
短句来源
     Wind Tunnel Simulation on Wind Loading of Membrane Cantilever Structure Roof of Wuhu Stadium
     芜湖体育场膜结构挑篷风荷载风洞模拟研究
短句来源
     According to a steel bar cage and scaffolding collapse and serious accident happened in construction of a pier, authors make the stability calculation analysis of the structure under wind loading, and find out reasons of this accident.
     就某桥墩施工时钢筋笼及脚手架倒塌事故,进行了结构在风荷载作用下的稳定性计算分析,找出事故原因。
短句来源
更多       
  wind-load
     The Wind-load Analysis and Numerical Simulation Study on the Surface of Large-span Structure
     大跨度结构的表面风荷载分析及其数值模拟研究
短句来源
     Pneumatic membrane structure endure wind-load and snow-load those value ensured by the site according the loading criterion.
     充气膜结构所承受主要外荷载是风荷载和雪荷载,在具体的计算过程中荷载值要根据所建场地的情况按荷载规范进行确定。
短句来源
     STATIC TEST RESEARCH OF EQUIVALENT WIND-LOAD FOR THE MODEL OF JIAOYIN FINANCE BUILDING
     交银金融大厦模型等效风荷载静力试验研究
短句来源
     Study on Newmerical Simulation of Wind-Load on Structures
     建筑物表面风荷载的数值模拟研究
短句来源
     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.
     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。
短句来源
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  wind load
By taking the Runyang Bridge over the Yangtze River as example, effects of the nonlinear wind-structure interaction, wind speed spatial non-uniformity, and the cable's wind load on the aerostatic behavior of the bridge are investigated analytically.
      
This was due to the immediate effects of thinning on increasing the canopy roughness and wind load, and on decreasing the sheltering effects from surrounding trees.
      
The numerical simulation model can be used to evaluate the wind environment and wind load around high buildings.
      
A set of wave propagation and structural dynamics problems, subjected to various load forms such as Heaviside step load, triangular blast load and ramped wind load, are modelled using the new approach.
      
Modelling of wind load on single and staggered dual buildings
      
更多          
  wind loads
A numerical scheme for solving the problem and an algorithm for calculating the distributed wind loads over the body surface are outlined.
      
Viscoelastic dampers, as supplementary energy dissipation devices, have been used in building structures under seismic excitation or wind loads.
      
By decoupling the wind-structure interaction problem, firstly computational fluid dynamics analysis using two-dimensional model of the bridge deck section are carried out to evaluate the unsteady wind loads on the bridge deck.
      
Three-dimensional dynamic analysis of the bridge structure under unsteady wind loads are followed to investigate vortex-excited oscillations of the bridge.
      
Moreover, vibration tests due to wind loads are performed for the bending degree-of-freedom.
      
更多          
  wind loading
The structure is subjected to wind loading in accordance with the Uniform Building Code (UBC) in conjunction with vertical loads (dead and live loads).
      
There are different types of tree failure under wind loading.
      
Under wind loading, a concentration of mechanical stress will develop at the bases of the stem, lateral roots and tap root.
      
Influence of wind loading on root system development and architecture in oak (Quercus robur L.) seedlings.
      
The effect of wind loading on seedlings of English oak (Quercus robur L.) was investigated.
      
更多          
  wind-load
Finally, we also determined how the factor of safety for wind-loading (i.e., the quotient of stem yield stress and wind-load stress) changed as a function of tree size (and, presumably, age).
      
Typically a tower will not handle the additional weight and wind-load of a large, top-mounted panel array and transmission line.
      
The glazing sample specimen from the impact phase is then subjected to a wind-load cyclic pressure test.
      
When tested at positive and negative wind-load design pressures, systems do not evidence deflection exceeding specified limits.
      
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