風致應力 的英文怎麼說

中文拼音 [fēngzhìyīnglì]
風致應力 英文
wind stress
  • 風 : Ⅰ名詞1 （空氣流動） wind 2 （風氣; 風俗） practice; atmosphere; custom 3 （景象） scene; view 4 ...
  • 致 : Ⅰ動詞1 （給與;向對方表示禮節、情意等） deliver; send; extend 2 （集中於某個方面） devote （one s ...
  • 應 : 應動詞1 （回答） answer; respond to; echo 2 （滿足要求） comply with; grant 3 （順應; 適應） suit...
  • 力 : Ⅰ名1 （力量; 能力） power; strength; ability; capacity 2 [物理學] （改變物體運動狀態的作用） forc...
  1. A one - dimensional oceanic mixed layer model with the m - y level - 2. 5 turbulence closure schemes is employed. the rate of energy loss by breaking waves is estimated by parameterization and incorporated into the model as a source of turbulence kinetic energy ( tke ) by modifying the existing surface boundary condition of tke equation. the velocity field and turbulence energy budget are calculated under different forcing conditions ( the results given below are for a wind speed of 20 m / s. )

    採用一維2 . 5階湍封閉混合層模式，根據參數化方法對波浪破碎導致的能量耗散率進行了估計，通過改變湍動能方程的上邊界條件引入波浪破碎對湍動能生成的影響，計算了不同風應力強迫下的混合層流場結構和湍能量收支（下述給出的結果是取風速為20m s得到的） 。
  2. Part iiilegal issues upon the reform of toll and tax in countryside this part is concentrated to show six problems that the reform of toll and tax in countryside is to be up against and is to be peremptorily settled as following : the first one, in the confirming of agricultural tax, it is very difficult to protect the farmer ' s rights fairly because of unscientific of the evidence at assessment, highly of tax rate, and the absence of law and statute correlatively ; the second one, on the tax levying, there lack of legal systems that is to supervise and run, especially lack of law and statute which lead to collect agricultural special tax canonically ; the third one, the reform of toll and tax in countryside extrudes unbalance burden among farmers and countries, and lead to unevenly between subject of tax payment, which breaches the legal rule of balanceable tax ; the fourth one, the reform of toll and tax in countryside faces the danger that farmers " burden tends to rebound because of weakly carry through legal rule on tax statutory and absent of law and statute correlatively ; the fifth one, the reform of toll and tax in countryside affects the finance and revenue - expenditure auditing of the grass roots and father affects the grass roots to raise fee upon public construction and education, as a result, there ' s more charge that is out of law, the monocracy of grass roots " finance ought to be carry out ; the sixth one, legal measures connect with the reform of toll and tax in countryside in dire need of to be built, which mainly conclude legal system that adjust country social security, country compulsory education and country debt

    第三部分? ?農村稅費改革的法律課題集中展示了農村稅費改革所面臨且亟待解決的六大法律問題。即：其一，在確定農業稅上，計稅依據不科學、稅率偏高、相關法律規范缺失，無法平等保護農民的合法權益；其二，在農村稅收的徵收上，缺乏行之有效的法律監督和運行機制，尤其是農業特產稅的徵收缺乏保障據實徵收的法律規范;其三，稅費改革凸顯農民之間、農村之間的負擔不均，使納稅主體的權利義務失衡，有悖稅負均衡的法律原則;其四，由於稅收法定主義沒有得到有效貫徹，規制農民負擔反彈方面的法律法規缺位，致使農村稅費改革潛伏著農民負擔反彈的風險;其五，稅費改革影響基層組織的財政收支，進而影響鄉村公益事業建設及教育經費的籌措，引發稅外亂收費沉渣泛起，基層財政體製法治化勢在必行;其六，與稅費改革相關的配套法律措施巫待構建，主要是農村社會保障法律體系、鄉村義務教育和鄉村債務疏導的法律支撐魚待構建與完善。第四部分一一農村稅費改革與相關法律制度的構建基於上一部分提出的法律問題，力圖構築農村稅費改革的法律框架並提出相應對策。
  3. If a decadal positive temperature anomaly occurs in the eastern tropical pacific, the atmospheric response excites a anticyclonic wind stress anomaly in the east of australia, which will lead to generate a negative temperature anomaly in the western tropical south pacific

    當熱帶東太平洋的海溫為暖異常，它將激發澳大利亞的東部沿岸的大氣產生反氣旋性風應力異常，在這種風場的作用，下方海水向四周輻散，導致熱帶西南太平洋的溫躍層變淺，產生負的溫度異常。
  4. Here the methods of covariance analysis and vibration analysis are employed to obtain the background and resonant component of wind - induced response. and the methods of load - response - correlation and inertial force are used to obtain the background and resonant component of eswl

    對于風致響應的背景分量和共振分量，分別採用方差分析法和振動分析方法來求解；對于等效風荷載的背景分量和共振分量，分別採用lrc法和慣性力法來求解。
  5. Aiming at the study actuality of fan performance monitoring system and analysis of fan performance curve changes affected by inlet - box and the different fixed - angles of guide blades in the course of installation, a fan flow monitoring model based on rbfnn in whole flow zone was established in this thesis. in the model, the method of no throttle and fan performance curve were used as basis. and on the basis of that model, fan performance curves of 4 - 73no. 8d were approached with experimental data of different speed, different opening - angles of guide blade and different resistance of pipeline, the precision and the error law of model were studied

    本文針對電站風機性能監測系統研究較少的現狀，在實驗的基礎上分析了現場加裝進氣箱和由於安裝造成的導流器葉片開度不一致對風機性能曲線的影響，並在此基礎上採用無節流方法測量流量，以風機調節性能曲線為依據，建立了基於徑向基函數（ rbf ）神經網路的風機流量全程監測模型；以實驗室4 - 73no . 8d離心風機為研究對象，探討了rbf神經網路差壓模型在變轉速、變導流器開度和變管網阻力等工況下的應用精度和誤差分佈規律；最後用visualc + +語言開發了風機性能在線監測系統。
  6. There are many factors for this problem, the most of which are : for clear disfigurements in the present financing system, there is a " squeezing out " effect in financing for small & medium - sized firms ; there are wrong ideas of financing support for those firms by the financial institutions, with insufficient efforts in supporting these firms ; these firms are characterized by a small size, weak strength, low credit, high risk, poor competition strength of financing ; there is no perfect legal systems to support and normalize the financing for them ; there is no sound institutions serving for these firms in access and guarantee, etc

    導致中小企業融資難的因素有很多，其中最主要的是：我國現行融資制度缺陷明顯，對中小企業融資存在著擠出效應；金融機構對中小企業的融資支持存有誤區，支持力度不夠；中小企業自身規模小、實力弱、信用低、風險大，融資競爭力不強；支持、規范中小企業融資的法律制度不完善；為中小企業融資服務的評估、擔保機構不健全；等等。
  7. With metal fatigue in material mechanics, this paper deduces the limestone fatigue curve of longmen grottoes by means of marble s one within the error permission. by the experiment elects the crucial factors of current vibration environment in longmen grottoes, the author contrasts the result of the experiment with its fatigue curve referred above and analyses the fatigue effect of longmen grottoes. finally, it is pointed out that after longmen grottoes have being suffered weathering and water - erosion more than 1500 years, the vibration environment is becoming an crucial factor leads to fatigue effect, especially in those weak surface carvings just like the crossings of several rifts, serious weathering places, etc

    借鑒材料力學中金屬疲勞破壞的研究手段，在誤差允許范圍內用大理巖疲勞曲線推導出門石窟石灰巖疲勞曲線。通過對石窟實際振動環境中典型要素的抽取和振動試驗，將試驗結果與疲勞曲線進行對比，分析了門石窟的疲勞破壞效應。文章指出，在經歷了1500多年的風化和流水溶蝕后，振動環境已成為導致門石窟某些薄弱點如多條裂隙交叉點嚴重風化酥解的壁面雕刻品等產生疲勞破壞的重要誘發因素。
  8. Experimental study on the mechanism of wind - induced dynamic interference effects on tall buildings

    高層建築風致動力干擾效應機理的試驗研究
  9. In the paper, the computing method based on the non - steady wind pressure in frequency domain is applied to the calculation of roof structure of shanghai south railway station

    摘要為了研究結構參數對復雜大跨空間結構風致振動的影響，以上海南站工程屋蓋結構為例，利用基於非定常風荷載的風致動力響應頻域分析方法，對結構的抖振響應進行參數分析。
  10. An efficient wind field simulation technique for wind - induced vibration analysis of long - span bridges is first introduced in this paper ， and the statistic characteristics of the simulated wind field are then discussed on this basis ， the time - domain expressions for the buffeting and self - excited forces acting on long - span bridges are further given a simple and practical method is presented for the non - linear parameter identification involved in the calculation of self - excited forces by using the above theory ， the wind field and aerodynamic forces acting on the hong kong ting kau bridge are obtained the time - domain buffeting response analysis of the bridge shows that the analytic results agree quite well with the experimental ones this indicates that the theory presented in this paper has reached a practical level

    介紹了一種快速高效的用於大跨度橋梁風致振動分析的風場模擬方法，並對模擬風場的統計性質進行了討論和驗證在此基礎上進一步給出了大跨度橋梁抖振力和自激力的時域表達方式，其中針對自激力計算中涉及的參數識別問題，提出了一種簡單實用的非線性參數識別方法本文採用上述理論，獲得了作用於香港汀九大橋上的風場和氣動力，據此對大橋進行的抖振響應時域分析表明，計算結果與風洞試驗結果吻合良好，說明文中述及的這套理論已達到實用的階段
  11. Application of hybrid self - excited force model to time - domain analysis of wind - caused buffeting of long - span bridges

    混合自激力模型在橋梁風致抖振時域分析中的應用
  12. Long scale oscillations in the meridional wind stress rebuild by pop analysis make the intention of el nino / la nina events deeply too. however, the change is slender and the range is adjacent with true position. we also draw a conclusion that the zonal wind stress is more important than the meridional wind stress in creating el nino / la nina evolution

    保留在重建的經向風應力中的大尺度振蕩成分也起到加強了elnino lanina事件的強度的作用，但強度比緯向風應力模擬的弱，與觀測風應力模擬的強度相差不大，在空間范圍上與觀測風應力模擬的基本一致。
  13. In addition, the wind stress near the equator basically changes from west to east, resulting in southward ekman transport on both sizes of the equator

    此外，在赤道附近風應力大致從赤道以南的向西變為赤道以北的向東，這意味著年平均意義上有跨越赤道向南的ekman流。
  14. With the increase of span - length and height, the wind effects on these more flexible structures have not been confined to static wind loading, and the dynamic wind effects due to various wind - induced vibrations must be considered

    隨著結構跨度和高度的增大，風對這些柔性結構的作用就不限於靜力風荷載，而必須考慮各種風致振動問題，以及由此引起的動力風效應。
  15. Under the horizontal earthquake action and wind force, aim at " the pure frame structure with rectangle columns ", " the pure frame structure with special - shaped columns ", " the frame - truss structure with special - shaped columns " and " frame - shear wall structure with special - shaped columns ", earthquake action analysis was done by the spacial finite element method through the changes structural parameter. analyzing systematically " structure vibration mode ", " vibration period ", " structure lateral rigidity ", " seismic action force ", " seismic response force ", " floor seismic shear force ", " lateral horizontal displacement of structure " and " members internal force ". results indicate : ( 1 ) based on equal area, the special - shaped columns replaced the rectangle columns, the structural lateral rigidity enlarges, the lateral displacement minishes obviously, the earthquake response increase slightly, the biggest increasing amount of frame columns axis - compress ratio is smaller than 0. 08. the whole aseismic performance of structure has improved ; ( 2 ) when the section ' s length and section ' s thickness ratio of special - shaped columns is smaller than 3. 6, the structure benefits to resist seismic action ; ( 3 ) the angle of horizontal seismic action with the whole coordinate is 0 degree, structure earthquake response is bigger, belonging to a control factor of structure aseismic design ; ( 4 ) the frame - truss structure with special - shaped columns and the " a " - brace has the biggest lateral rigidity ; ( 5 ) the frame - shear wall structure with special - shaped columns have bigger lateral rigidity and smaller displacement, members internal force enlarged just rightly, have much superiority of resisting seismic action ; ( 6 ) in the higher seismic fortification criterion region ( 8 degree of seismic fortification intensity ), aseismic disadvantageous building site ( iii type site ), adopting special - shaped columns structure system, should reduce possibly the building ' s self - weight in order to reduce the earthquake response ; ( 7 ) the response spectrum method of computing seismic response and the time - history analysis method have similar analysis result

    西安理工大學碩士學位論文在水平地震作用下，並考慮風荷載組合，分別對「矩形柱純框架結構」 、 「異型柱純框架結構」 、 「異型柱框一析架結構」及「異型柱框-剪結構」等四種結構體系，通過改變結構參數，運用空間有限元方法，進行地震作用計算。系統地分析研究「結構振型」 、 「振動周期」 、 「結構側向剛度」 、 「結構地震反應力」 、 「樓層地震剪力」 、 「結構側向位移」 、 「層間位移角」 ，以及「構件內力」 。結果表明:在等面積原則下，異型柱代換矩形柱后，結構剛度增大，側向位移明顯減小，地震反應力略有增加，框架柱軸壓比最大增幅小於8 % ，結構整體抗震性能有所提高;當異型柱肢長肢厚比小於等於3 . 6時，結構有利於抗震;水平地震作用力與整體坐標夾角為0度時，結構地震作用效應較大，屬結構設計的控制因素之一;異型柱框一析架結構採用「人」字斜撐，側向剛度大於「八」字斜撐和「人一八」字混合斜撐;異型柱框一剪結構側向剛度大、位移小，構件內力增大適中，是一種抗震性能優越的結構體系:在抗震設防烈度較高地區（ 8度）和抗震不利的建築場地（ m類場地） ，採用異型柱結構體系時，應盡可能減輕結構自重，降低地震作用力;分別採用「振型分解反應譜」法和「時程分析」法進行地震作用計算，兩種方法所得結果基本一致。
  16. The results show that the interation effect on the wind induced vibration of high - rising structure is obvious, and more attention should be paid to this phenomenon

    計算結果表明：樁土結構動力相互作用對高層建築的風致振動響應的影響是明顯的，應當引起重視。
  17. The main characteristics of the tides and tidal currents and tide - induced residual currents in bohai sea are presented. the model results show that the density - reduced currents are comparatively robust and make an important contribution to the general circulation in bohai sea in summer. but in winter, the effect of the wind stress on the bohai sea general circulation is dominant

    文章較好的模擬了渤海的潮汐和潮流，給出了潮汐、潮流和潮致余流的一些主要特徵；模擬結果顯示，在夏季，渤海的密度環流相對較強，對渤海環流有重要貢獻；在冬季，渤海環流應是風應力的作用佔主導地位。
  18. Shenzhen wabo company devotes unceasingly to carries on the industrial structure adjustment, the personnel structure adjustment, makes every effort to cause the enterprise to form a dynamic system, grasps the market tendency, grasps the expense the mainstream constitution, foresightedness assurance market demand, speeds up the strategic reform, fully displays the community superiority, practices the internal strength, the strengthened enterprise internal management, enhances the market competition strength, the technical innovation ability and the resistance risk ability, the rapid establishment specialized information system, the collection international market economic information, the product informatio, the technical information, adapt the fast change competitive market

    深圳萬寶公司致力於不斷地進行產業結構調整、人員結構調整，力求使企業形成一個動態系統，把握市場趨勢，掌握消費的主流構成，前瞻性的把握市場需求，加快戰略性改革，充分發揮群體優勢，練好內功，強化企業內部管理，提高市場競爭力、科技創新能力和抵禦風險能力，迅速建立專業信息系統，收集國際市場經濟信息、產品信息、科技信息，以適應快速變化的競爭市場。
  19. Analytical method of across - wind response and equivalent static wind loads of high - rise buildings

    高層建築橫風向風致響應及等效靜力風荷載的分析方法
  20. The tower shafts, most of which are hollow and varying in cross section, and altitudinal construction bring trouble to the form work and the stress of strand wire. and the cracks on the crossbeams will be caused by the following - deformation of the bracing structure joints, elastic deformation ， uneven settlement and temperature changes. the additional stress of the base slab and the foundation is caused by the deviation of cable bent tower construction

    但大跨度橋梁混凝土索塔施工設備進場及現場管理都比較困難；塔柱多為空心變截面，且為高空作業，給模板工程及預應力張拉帶來一定困難；支撐系統連接的間隙變形、彈性變形、不均勻沉降以及環境溫差可導致橫梁裂縫；索塔施工偏位會引起的承臺和基礎的附加應力，對加勁梁的架設影響大；懸吊結構未完體系（架設時）施工階段的風致振動往往影響到施工的安全和質量；實心塔柱部分體積較大，易產生溫度裂縫。
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