• Numerical simulation of wind loads is critical in design of structures.

    风荷载的数值模拟在结构设计中起着非常重要的作用。

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  • Particular emphasis is given to the design of these structures to resist earthquake and wind loads.

    课程重点是结构抗震设计及风荷载。

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  • Finite element method is applied to analyze the windage of suspension insulator strings under dynamic wind loads.

    针对传统计算方法的不足,采用有限单元法计算分析动态风作用下悬垂绝缘子串的风偏。

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  • The appropriate treatment of the building shape at its upper part may also reduce the across-wind loads effectively.

    上部外形的适当处理,也可能有效降低高层建筑的横风向等效风荷载。

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  • The methods to obtain the background component of structural equivalent static wind loads systemically are discussed.

    重点对结构等效静力风荷载背景分量的确定方法进行了系统分析。

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  • Moreover, the cantilever height of roof edge was artificially lowered to investigate its effect on the mean wind loads.

    此外,通过降低悬挑部分的高度以研究几何参数变化对平均风荷载的影响。

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  • The static wind response of the bridge is analyzed. The static wind loads and the equality loads of gust wind are derived.

    就桥梁的静风响应进行了分析研究,对桥梁静风荷载和阵风等效静力风荷载进行了推导。

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  • Because these wind loads are a major structural consideration, they greatly influence the design of the flight control system.

    因为这些风载荷是结构上主要的考虑因素,它们很大地影响着飞行控制系统的设计。

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  • Offshore wind turbines offer high wind loads and availability and additional space in proximity to highly populated coast regions.

    海上风力发电机位于人口高度密集的沿海地区,能提供较高的风力载荷,实用有效,并能节约土地资源。

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  • The problem for calculating the probability of serviceability of towering structures subjected to wind loads is thus primarily solved.

    初步解决了高耸结构在风荷载作用下安全使用概率的计算问题。

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  • Bearing tremendous wind loads and minus loads of rotors, the problem of rational configuration for wind turbine towers naturally arises.

    在风的作用与巨大叶轮的负载下,风力机塔架的合理受力、合理选型等问题凸显出来。

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  • The evolution of wind pressure distribution and wind loads changing to semi-submersible platform on limit self-existence status are analyzed.

    通过风洞模型试验,分析了深水半潜式海洋平台自存状态下的风压分布及风载荷变化规律。

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  • Due to their features of large span, being flexible and lightweight materials, wind loads become one of the main loads for structural design.

    其跨度大、结构柔、材料轻等特点,使风荷载成为结构设计的主要荷载之一。

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  • Before you attempt to develop your building's wind loads using the wind load calculator, you should read and study the two introductory topics.

    在你尝试使用风荷载计算方法确定建筑物风荷载之前,你应该阅读并研究这两个介绍性主题。

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  • 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。

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  • All panels are impact tested and rated to handle excessive wind loads. Shutters can be made hurricane ready in a matter of a few minutes per panel.

    所有面板均通过冲击试验,能抵抗极端大风。面板专为防暴风雨设计,每个面板只需几分钟即可待用。

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  • The results show that the contribution of working pressure to stress of the Venturi separator is far greater than that of wind loads and seismic loads.

    计算结果表明,分离器内部工作压力对分离器应力的贡献远大于风载荷和地震载荷。

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  • Obviously bamboo material, something like this, might grow 20 meters and it supports its own weight, and, of course, it also supports huge wind loads …

    很显然竹子材料,就像这根,可以长到20米并且可以支撑自身的重量,当然,它也可以承受大风。

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  • 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。

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  • When calculating the wind loads acting on a railway bridge, an engineer assumes that the wind will act in a horizontal direction. It doesn't always, of course.

    当计算铁道桥梁上风荷载时,工程师假定风力沿水平方向作用。当然也不总是这样。

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  • Recent years, with the development of tall (high-rise) building, wind loads, the same important as earthquake effect, becomes the main loads of structural design.

    近年来,随高层、高耸建筑的不断兴起,风荷载成为与地震作用同样重要的结构设计的主要荷载。

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  • The results show that the calculation method of static equivalent wind loads is suited to along-wind force, but is in some theoretical error to across-wind force.

    结果分析指出:提出的求沿高层建筑高度分布的等效静态风荷载的方法适用于顺风向风力,应用于横风向风力有理论误差。

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  • According with the allowable stress design theory, the wind loads and load-carrying capacity of antenna struts are calculated, and their inter forces are analyzed.

    根据容许应力设计理论,对天线撑杆的风荷载和承载能力进行结构计算,并对天线撑杆进行内力分析。

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  • It is also pointed out that, only after both real part (or co-spectrum) and imaginary part (or quadrature spectrum) of cross spectra between random wind loads of an…

    同时指出,如需按CQC方法进行精细计算,就必须首先获得结构各点风荷载之间互功率谱密度函数的实部和虚部。

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  • Three types of form-finding are offered. Meanwhile, combined with the data of wind-tunnel test, the working behaviors under different wind loads are compared and analyzed.

    并结合风洞试验结果,对三种找形方案,即不采用稳定索、采用交叉稳定索、采用斜稳定索的结构形式在不同工况下的受力性能进行了比较分析。

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  • 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;

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  • According to the particular profile of mean and fluctuating wind speed in hilly terrain wind field, mean, background and resonant wind loads of tall buildings are investigated.

    根据山地风场中特有的平均和脉动风速特性,研究高层建筑平均风荷载、背景和共振等效风荷载特性。

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  • Following the mechanical model of MR smart damper and taking the Hefei Jade TV tower as the engineering background, this paper studied the control effects under external wind loads.

    依据MR智能阻尼器的力学模型,以合肥翡翠电视塔为工程背景,研究MR智能阻尼器对电视塔结构风振反应的控制效果。

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  • Following the mechanical model of MR smart damper and taking the Hefei Jade TV tower as the engineering background, this paper studied the control effects under external wind loads.

    依据MR智能阻尼器的力学模型,以合肥翡翠电视塔为工程背景,研究MR智能阻尼器对电视塔结构风振反应的控制效果。

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