風振 的英文怎麼說

中文拼音 [fēngzhèn]
風振 英文
wind vibration
  • : Ⅰ名詞1 (空氣流動) wind 2 (風氣; 風俗) practice; atmosphere; custom 3 (景象) scene; view 4 ...
  • : 動詞1. (搖動; 揮動) shake; flap; wield 2. (奮起) brace up; rise with force and spirit
  1. Overhead lines - requirements and tests for stockbridge type aeolian vibration dampers

    架空線.架空線型風振器的要求和測試
  2. The detailed explication of wind induced vibrations of cables, the method of vibration reduction used in practical projects and the recent progresses in researches are introduced

    本文闡述了斜拉索各種風振形式的動機理和實際工程中常用的減方法以及國內外該領域目前的研究狀況。
  3. Simplified evaluation of along - wind dynamic responses of lattice towers

    格構式塔架順風振響應簡化計算
  4. Based on the analytical model of the generalized force spectra of the first mode of typical lattice towers in along - wind direction, simplified empirical formulae to evaluate along - wind dynamic responses of lattice towers under wind load are proposed in this paper

    摘要基於格構式塔架順向一階廣義荷載譜解析模型,提出了格構式塔架順風振響應簡化計算公式,這些簡化公式將求格構式塔架順風振響應的復雜積分變為簡便的代數運算。
  5. Research on wind is the precondition of wind response, then the section plane of static wind, intensity of onflow, psd function and correlativity of dynamic wind are involved in

    的研究是進行風振響應研究的前提,的基本特徵包括平均速剖面、湍流強度、脈動功率譜密度函數、脈動的空間相關性以及極端速的概率統計特性。
  6. Choose two nodes on the edge of the structural to compare the results calculating by the finite element program midas, then we can draw a conclusion that these kinds of space truss systems is sensitive to the libration of the dynamic wind loads. to consider this factor is very necessary in the process of design, we will use the pulsant augmentation coefficient to realize it

    比較靜力荷載和動力荷載作用下的有限元軟體的計算結果,選取結構邊緣部分的兩個節點,對比它們在兩種方法計算下的最大位移的計算結果。經過比較可以看出重量輕、頻率低、阻尼小的柔性建築物對荷載的橫向動是很敏感的,在進行工程設計時應該考慮這種因素,並可採用乘以風振系數等相應方法來加以體現。
  7. Guide for laboratory measurement of the power dissipation characteristics of aeolian vibration dampers for single conductors

    單芯電纜風振器電力分散特性實驗室測量指南
  8. Overhead lines - requirements and tests for stockbridge type aeolian vibration dampers iec 61897 : 1998 ; german version en 61897 : 1998

    架空線.架空線型的風振動阻尼裝置的要求和測試
  9. Presently, cfst arch bridges develop in the direction of large - span and lightweight style, accordingly, investigators and devisers should increasingly attach more importance to their dynamic behaviour, and some typical dynamic matter of bridges, such as seismic response, wind induced vibration, coupled dynamic vibration between bridge and vehicle should not be ignored

    目前,鋼管混凝土拱橋正朝大跨、輕型的方向發展,因此,該類型橋梁的動力特性也日益引起重視,象地震、風振、車等橋梁的典型動力問題也是該類橋梁所無法迴避的。
  10. In practice, the dithering of non - contact life - parameter detection system made by our group is produced because of the environmental factors such as wind, vibration, motion and so on. the amplitude of the dithering signal is stronger than that of the life - parameter signal, which makes it difficult to extract the life - parameter signal

    第四軍醫大學碩士學位論文本課題組研製的非接觸生命參數檢測系統實際工作時,由於外圍環境的干擾(動、移動等)可以導致檢測系統產生抖動,這種抖動信號的幅度大於人體的生命參數信號,甚至導致檢測系統無法檢測出人體的生命參數信號。
  11. Hangzhou grand theater ' s main part is 170m long and 136m wide, and the surface of it is consisted of ellipsoidal surface roof and conical surface gladding. based on wind tunnel test and theoretical analysis, the vibration mechanism, vibration shape, dynamic response and wind load factor of long - span combined structure consisted of ellipsoidal surface roof and conical surface gladding subjected to wind excitation are analyzed systematically in this dissertation, and some valuable results are obtained

    本文採用洞模型試驗和計算機數值計算相結合的方法,對杭州大劇院大跨度橢球屋蓋和倒圓錐面幕墻組合結構的風振機理、風振形態、風振響應以及風振系數進行了較系統的研究,取得了有意義的結論。
  12. Furthermore, the isoline maps of mean wind pressure coefficients and rms wind pressure coefficients of the structure under various wind directions are plotted. in the matter of theoretical analysis, modeling with finite element method, using the local mean wind pressure coefficients and time history of fluctuating pressures determined in wind tunnel, the wind - induced dynamic responses for long - span grid roof structures are calculated in frequency domain and time domain separately

    在理論分析方面,建立合理的有限元模型,利用剛性模型洞試驗獲得的各種不同情況下屋面各節點的平均壓系數和脈動壓時程,在頻域內和時域內進行了大跨網架屋蓋結構的風振響應分析。
  13. The main towers made of steel reached 297 m above the sea level and were erected with high accuracy while oscillation by the wind was carefully suppressed

    鋼結構的橋塔矗立於海面以上297米,結構採取了良好的制風振措施。
  14. Analysis of nonlinear wind - induced response for cable dome structure

    索穹頂結構非線性風振響應分析
  15. Finally, the proposed method was used to analyze the wind induced response and equivalent static loads of shenzhen xiwanji tower

    本文結合一具體的工程實例,分析了深圳新萬基大廈的風振響應和等效設計荷載。
  16. But the investment for experiment is too large, and the experiment cycle is too long. this will restrict the research on the theory of wind effect on bridge

    然而橋梁洞試驗的設備投資大,試驗費用高,周期長,這在很大程度上限制了大跨橋梁風振機理的研究。
  17. Wind tunnel test is usually used to analyze the wind - induced response of super - high - rise buildings

    對于超高層建築風振效應的研究,一般都通過洞試驗來完成。
  18. Analysis on alongwind fatigue of free - standing single rod transmission tower

    自立式單桿輸電塔順風振疲勞分析
  19. Wind - induced vibration control of long span transmission tower with suspended mass pendulums

    懸掛質量擺對大跨越輸電塔的風振控制
  20. Simulation of fluctuating wind load on high rise tower and analysis of wind - induced vibration response

    高聳鋼塔結構的脈動荷載模擬及結構風振響應分析
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