「振风」的拼音、意思和解释

admin2021年05月29日词语大全2780

振风是一个开头的词语,它的拼音是zhèn fēng,这篇文章为您提供了振风拼音,读音,怎么拼读,同时为了让您在线轻松学习振风,我们收录了汉语辞典中振风的意义和释义,近义词,反义词,振风的五笔怎么打。

在线字典为您在线查询振风的词典内容如下,包括振风的拼音,读音,拼读;振风的意思和详细释义,振风的近反义词,振风的英语翻译,用振风这个词语怎么造句等内容。

振风读音/繁体/五笔/英文翻译

拼音 zhèn fēng 读音 跟我读
繁体 振風 类型 词语大全
五笔 此词无五笔连打 平音 zhenfeng
词性 中性 语法
拼读 知(zhi1)摁(en4),振(zhen4)|佛(fo1)鞥(eng1),风(feng1)
英语翻译 颤振风洞[航]flutter wind tunnel

振风是什么意思?

· 基本释义

疾风。

· 详细释义

疾风。

晋 陆机 《赠尚书郎顾彦先》诗之二:“玄云拖朱阁,振风薄綺疏。” 南朝 梁 江淹 《诣建平王上书》:“昔者贱臣叩心,飞霜击於 燕 地;庶女告天,振风袭於 齐 臺。”

· 网络释义

振风,拼音是zhèn fēng ,是一个汉语词汇,释义为疾风。

振风的近反义词?

振风近义词:抱歉,查无振风的近义词

振风反义词:抱歉,查无振风的反义词

振风词语接龙

(~振风~)在开头的接龙:风景,风雨,风格,风力,风云,风沙,风水,风车,风习,风波,风浪,风暴,风趣,风俗,风雪,风物,风度,风韵,风致,风靡

(~振风~)在结尾的接龙:大风,西风,暖风,东风,吹风,台风,伤风,晨风,刮风,扇风,威风,微风,兜风,飓风,朔风,狂风,新风,罡风,放风,逆风

暂时无法为您进行振风的词语顺序接龙!

用振风怎么造句?

您好,暂未查询到振风造句的内容。

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反应的控制效果。

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.

本文提出了大型抛物面天线结构响应分析的随机动方法。

The random vibration method for the analysis of large parabolic antenna structure response to wind load is proposed in this paper.

模拟计算了施加于结构的随机荷,并对结构的随机响应作了较深入的研究。

The effect of random wind load applied on the structure is simulated and calculated. And random wind vibration response of the structure is studied deeply.

于是离散分析理论适用,推导出桅杆结构随机响应的递推公式。

Thus, discrete random vibration theory is applicable, and recurrence formulas to calculate dynamic response of guyed mast under stochastic wind load are deduced.

计算和试验结果均表明,该方案可以取得较好的减效果,从而为将来塔线体系控制系统的实际安装提供了理论依据。

The theoretical analysis and wind tunnel experimental results show the efficiency of the controlling system and provide the theory basis for the erection of the system in the future.

同时考虑了不同速下横向旋涡脱落对于不同参数的杆式构件的影响,并给出横响应的计算方法。

In crosswind direction, the influence of vortex shedding for pole-type structures with different geometrical parameters is analyzed, the method for calculating crosswind response is presented.

为了选取大跨屋盖结构脉动响应的主导型,提出了型能量参与系数及其累积参与系数的计算方法。

The mode energy participation factor and the cumulated factor are presented in order to identify the dominant modes of fluctuating wind-induced response for a large-span roof.

高层建筑舒适度的控制是结构抗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.

大型钢制桥塔其特点与常规混凝土桥塔有较大差异,国内有关钢桥塔研究较少。

There are great differences in the vibration characteristics induced by wind between large steel bridge tower and concrete bridge towers.

随着高耸结构被广泛应用于各个领域,对其进行结构控制则显得更加迫切和必要。

With the widespread use of high-rise structures, it is essential and necessary for them to make the wind-vibration control.

我国现在仍是采用高耸或高层结构的荷载规范,只取结构的第一阶频率计算系数,按此方法进行大跨空间网格结构的分析是很不合理的。

In China, the high rise structures load code is used for the large span spatial structures, only the first frequency is taken account for the wind vibration analysis, which is not reasonable.

因此当连廊的刚度与主体建筑刚度相比较弱时,连廊的分析与抗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.

屋面刚度及来流速对大跨度平屋面的竖向响应影响比较大,但对位移系数的影响不太明显;

The influences of roof stiffness and wind velocity on wind-induced dynamic response are considerably large, while the influences on wind load factor are slight.

研究了用于控制高层钢结构建筑反应的粘弹性阻尼器(VED)设计方法。

A design method for wind resistance of steel tall buildings with the installation of viscoelastic dampers (VED) is presented.

为了在频域内方便准确地估算高耸结构的疲劳累积损伤,提出了一种改进的等效窄带算法。

To conveniently and accurately evaluate the wind-induced accumulated fatigue damage of high-rise structures in frequency domain, an improved equivalent narrow band method was proposed.

基于数值模拟方法的速时程曲线在桥梁结构分析中被广泛采用。

Wind speed time series obtained with numerical simulation methods are adopted in structural analysis of wind-induced vibration.

本文研究了下天线反射面精度的动力可靠性问题。

In this paper, the dynamic reliability of antenna reflector accuracy under wind vibration is studied.

基于结构随机动理论,可导出顺时各类响应。

Based on random vibration theory, the along wind structural response formulae are derived.

该文对带五种被动减器的高层建筑的随机响应和等效静态设计载取值进行了研究。

The random wind-induced response and the equivalent static wind action of tall buildings with five sorts of passive dampers are studied.

响应分析在现代高层建筑结构设计工作扮演着越来越重要的角色。

The analysis of wind response is paid more and more attention to the design of modern high-rise building.

结果表明,结构阻尼比增大,脉动增大系数明显减小。

The results showed that the fluctuating amplifying coefficient evidently reduces with the increase of damping ratio.

本文对被动及智能半主动阻尼器用于高耸塔架结构和地震反应控制进行了较为系统的研究。

The wind-induced and seismic vibration control of high-rise truss tower using passive and intelligent semi-active dampers are systematically studied in this paper.

结果表明本文方法能够有效地分析大跨度屋盖结构的响应和等效静力荷载,能够解决大跨度屋盖结构中多型参与动这一主要问题。

The results show that the method is effective to study the wind-induced response and ESWL of large span roofs, by taking into account of multi-mode vibration of the structures.

高层结构控制的优化分析技术是结构工程中一个至今尚未得到合理有效解决的重要问题之一。

Optimum analysis technique for wind-induced vibration control of high-rise buildings is an important yet unsolved problem in structure wind engineering.

针对调频弹簧质量阻尼器(TSD)对单管圆锥钢塔控制的机理作了深入研究。

The mechanism of wind vibration control of single tube cone steel towers using tuned spring mass damper (called TSD) has been studied.

引入横力谱模型,分析了某高宽比为6的方形截面高层建筑在不同地貌和速条件下的横响应。

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.

高层钢结构舒适度控制是结构设计的一项重要内容。

Controlling the comfort of tall steel structures due to wind induced vibration is an important structure design.

笔者为此从随机动理论出发,对点支式幕墙支撑结构的系数进行了研究。

Based on random vibration theory, the response of the structure under random wind load and the formula of wind vibration factor was developed.

研究了用于控制高层钢结构建筑反应的粘弹性阻尼器(VED)设计方法。

A wind resistant design method of steel tall buildings installed with viscoelastic dampers (VED) is presented.

介绍了筒式粘弹性阻尼器的老化性能试验和疲劳性能试验,试验结果表明具有良好的老化性能,在或地震下阻尼器具有较好的耐疲劳性能。

The dynamic property tests of the aged circular tube VE dampers were also introduced, and the conclusion is drawn that the circular tube VE damper has good aging property.

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