風力載荷 的英文怎麼說

中文拼音 [fēngzǎi]
風力載荷 英文
wind load
  • : Ⅰ名詞1 (空氣流動) wind 2 (風氣; 風俗) practice; atmosphere; custom 3 (景象) scene; view 4 ...
  • : 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...
  • : 載Ⅰ名詞(年) year : 一年半載 six to twelve months; six months to a year; 三年五載 three to five ...
  • : 荷名詞(蓮) lotus
  • 風力 : 1. (風的力量) wind-force2. (以風為動力) wind power
  • 載荷 : load; loading載荷變化 load fluctuation; variation in load; 載荷裝置 load device
  1. With the help of the electronic computers, engineers employ it to figure out nearly all kinds of engineering problems ranging from astronavigation, construction, waterpower projects, ship - building and mechanical engineering etc. owing to the strong power of finite element method, one kind of software pack which based on the method is exploited and named algor feas to resolve problems on structure analysis for trusses and shells. this paper also employ algor feas software pack to analyze and compute the cableway towers, giving the accurate result on stress and displacement both in location and whole. finally, we also bring out some advice on structure improving

    在此分析過程中:首先將物理模型簡化為學模型,主要是將塔架結構按空間桿單元簡化為空間桁架結構,目的是將學模型變換為數學模型;這一過程主要是利用autocad2000建立塔架的計算模型;再者,利用algorfeas軟體包讀入autocad建立的塔架計算模型生成初始數據卡利用計算機進行編程進行計算,再將計算結論整合入algorfeas產生的初始數據卡中,生成計算數據卡;接著,利用algorfeas軟體包計算塔架在不同情況下的應圖,位移圖,並且求出在不同條件下的最大位移和最大應等;然後,對塔架的穩定性進行分析;最後;根據計算結果提出改進建議。
  2. The scielltific computational theories and methods on bird strike to the windshield of aircraft have been systematically studied and summed up in this thesis, such as fem comptltational principles and procedures to elastic dynamic problems under the conditions of small and non - linear finite deformation, 3d viscous elastic constitutive theory and incremelltal expression under the consideration of the rate effect of non - metallic materials like the aircraft windshield, and the numerical compatational principles and key constitutions for impact - contact dynamic subjects

    2 、系統學習並歸納總結了鳥體撞擊擋結構問題中的科學計算理論與計算方法。按照鳥撞問題數值計算方法逐步深入的思路,系統總結了小變形結構動學有限元數值計算方法、有限變形的幾何非線性有限元數值計算方法、粘彈性體非線性形變的本構物理關系;對于實施復雜結構有限元動學計算的增量方法提出了對newmark差分的改進以及進行材料與幾何非線性數值計算的細致步驟。
  3. The principal perturbing forces for launch vehicles, both on the launch pad and in flight, are the aerodynamic loads produced by winds.

    發射飛行器在發射臺上以及在飛行中的重要擾動是由產生的氣動
  4. After researching the loads on dangerous rock synthetically, the author points out the development and collapse mechanism of dangerous rock : the geology foundations that forms dangerous rock are the constructional surfaces such as tectonic fracture 、 relief fissure, soft interlayer etc. the developing of dangerous rock is due to release of in - situ stress in rock 、 aeolation 、 water erosion and root flerry. the main loads leading to collapse of dangerous rock are gravity, water pressure and earthquake force

    在綜合研究危巖上的各種作用之後,本文提出了危巖的形成和破壞機理:硬質巖體中構造裂隙、卸裂隙、及各種軟弱夾層,結構面的的存在是危巖形成的地質基礎;地應化、流水侵蝕、植物根劈是危巖發育的主要作用;重、水壓、地震是危巖崩塌的主要
  5. According to the frndamental and the steps of this method, we cans use the linear regress filter method to make the simulation of the wind load and then we can educe the curve of the time - process wind velocity. after that step, we can get the chart of the dynamic wind load which we can deliver the crosswind into the particle wind load and put them on the corresponding cell nodes. then we can do the analysis of the dynamical wind load through the time - process analysis to get the max value of the displacement

    根據線性回歸濾波器法的基本原理和步驟,藉助相關軟體進行的人工模擬並得出速時程曲線,進而轉化為譜,由此將橫表達成節點作用於相應的單元節點上,按時程分析法對該空間桁架體系進行的動分析,求出結構在進行分析時,結構相應節點對應的最值位移值。
  6. The control parameters influenced the loads of the stall wind turbine small. but it will be bigger to the variable pitch wind turbine and the variable speed wind turbine

    對于bladedforwindows軟體,定槳距失速調節型發電機組控制參數的輸入量比較少,對機組的影響也比較小。
  7. He finds the pitch range after calculated the three important parameters through the bladed for windows software, then presents an optimized control strategy that regulate the pitch angle in terms of the wind speed. it must control the output power because the variational output power brings the variational loads. he confirms and optimizes the control strategy that the output power is the control target, the output power is divided into three parts

    將功率作為系統控制的目標,將功率分成三段進行控制,在低速區,是有限的,以功率最大化作為控制目標;在額定速附近,由於處在升曲線斜率的變化點,功率變化較大,應盡快調整槳距角進入失速區工作,減少的波動,該額定速區的上下工作點要通過現場試驗的手段來確定;在額定速以上,使功率維持在額定輸出,減少功率波動,並通過bladed軟體的模擬計算對控制策略進行了驗證。
  8. The large concrete structures, such as bridges, safety hull of nuclear power plants, sea oil plateforms et al. are subjected to not only static loads, but also dynamic loadings such as vehicles, nuclear power, wind, wave, water flow and violence earthquake

    許多大型的混凝土結構工程,如橋梁、核電站安全殼、壓殼、海上採油下臺等,不僅受到靜的作用,還要受到諸如車輛、核動、浪、水流和強烈地震等動的作用。
  9. Firstly, the mathematical models on a large ship undocking numerical simulation forecasting are studied and tested systematically. the ship hydrodynamic forces, the wind, wave and current forces, the shallow water effect and the wall effect are studied in detail. the mathematical model for solving the problem is established

    一、論文對大型船舶出塢過程模擬預報數學模型進行了系統的研究與實踐,對涉及船舶出塢過程中船舶水動、船舶受到的、浪、流各種環境、淺水效應和壁岸效應等各種都進行了深入的分析,採用了ocimf介紹的數學模型,求解環境
  10. Secondly, a ship undocking process environmental forces testing plan is made by using the orthogonal design theory. measuring the environmental forces with different wind, wave and current combination from 0 ? to 90 ? and analyzing and processing the data are finished by using the analysis of variance method. comparing the experimental results with the results calculated using the ocimf method, the reliability of using the ocimf method is testified

    二、利用正交設計方法,制定了船舶出塢過程環境測量方案,完成了船舶在出塢過程中從90到0過程中在不同、浪、流組合下的環境外測試和分析處理,利用級差分析方法,重點分析了、浪、流以及方向對船舶出塢的影響程度大小,並把試驗結果和ocimf方法計算結果作了比較分析,驗證了ocimf方法計算結果的可靠性。
  11. But at present, the static performances of the double reticulated domes applied on the different load combination of wind load, snow load, live load, seismic load and dead load are not adequately studied. also the study on the dynamical response under seismic action is not sufficient

    但目前對于這類空間結構在雪、恆、活、地震等各種共同作用和各種分佈方式下的靜性能研究還不充分,特別是對其在地震作用下的動態響應的研究還不足。
  12. Further more, power spectrum density ( psd ) of each test section was analyzed, and its experiential formula was given. combined with experiential the formula of coherence function, the mathematic model for calculating the caarc standard tall building ' s wind - induced response was set up

    進一步擬合了順向和橫向各測點層層譜的經驗公式,並給出了以此為基礎的計算caarc標模振響應的流程,從而建立起完整的標模振響應以及等效計算的數學模型。
  13. D finite element local analysis is done for hv porcelain post insulator by abaqus finite element software. the stress distribution of one - piece structure under dead weight, erection deviation, temperature change, wind load and short - circuited load is analyzed, which provides the scientific basis for security assessment of post insulator

    以高壓瓷瓶支柱絕緣子為研究對象,採用abaqus有限元軟體進行三維有限元局部分析,分析了整體結構在自重、安裝偏差、溫度變化、以及短路電流作用下的應分佈,為支柱絕緣子的安全性評定提供了科學的依據。
  14. Study of practical formula about strength and rigidity of 6 - point - supported - glass using the super sap fea software to solve different calculation models - which have different parameters, such as a / b, a / c and so on, this paper achieves a series maximum deflection coefficients and maximum stress coefficients, then form calculation formulas of maximum deflection and maximum stress under the load of wind

    6點支承玻璃強度剛度實用的計算公式研究採用supersap有限元分析,求出不同的計算模型(玻璃板的尺寸參量a b , a c不同) ,得出一系列最大撓度系數和最大應系數,形成6點支承玻璃在作用下的最大撓度計算公式和最大應的計算公式。
  15. Curtain walling - resistance to wind load - test method ; german version en 12179 : 2000

    幕墻.抗風力載荷.試驗方法
  16. Windows and doors - resistance to wind load - test method ; german version en 12211 : 2000

    門窗.抗風力載荷.試驗方法
  17. Glazing for buildings - code of practice for fire, security and wind loading

    建築物門窗玻璃.防火安全性和風力載荷的實施規范
  18. Curtain walling - resistance to wind load - performance requirements ; german version en 13116 : 2001

    幕墻.風力載荷耐受性.性能要求
  19. External blinds and shutters - resistance to wind loads - method of testing ; german version en 1932 : 2001

    外遮簾和遮板.風力載荷耐受性.試驗方法
  20. Industrial, commercial and garage doors and gates - resistance to wind load - classification ; german version en 12424 : 2000

    工業商用和車庫門和大門.抗風力載荷特性.分類
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