荷載組合 的英文怎麼說

中文拼音 [hézǎizǔgě]
荷載組合 英文
combination of loads
  • 荷 : 荷名詞（蓮） lotus
  • 載 : 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 ...
  • 組 : Ⅰ名詞1 （由不多的人員組成的單位） group 2 （姓氏） a surname Ⅱ動詞（組織） organize; form Ⅲ量詞（...
  • 合 : 合量詞（容量單位） ge, a unit of dry measure for grain （=1 decilitre）
  • 組合 : 1 （組織成為整體） make up; compose; constitute 2 （組織起來的整體） association; combination3 [...
  1. The comprehensive treatment project of lin jia ya slide el consists of whittling slope, anti - slide pile with anchoring cable, retaining wall, building ground drainages, level ing off and calking slope, vegetation protection etc. after managing, under the action of earthquake load and watery the stability coefficient of slide is up to 1

    林家崖號滑坡的綜合治理方案是由削方、錨索抗滑樁、護坡擋墻、地表排水、整坡填縫、生物防護等多種工程措施優化組合而成。治理后，在飽水有地震荷載狀態下滑坡的安全儲備系數為1 . 10 。
  2. Finally, based on the types of all load, using matlab, the reliability programs are compiled to calculate the reliability index under different design and different load combination. the results can be used to evaluate the relatively safety, and direct the leak hunting

    最後，基於所得出的各種荷載的分佈狀況，利用matlab環境編制可靠度計算程序，利用該程序計算在不同設計情況下、不同荷載組合情況下的管壁強度可靠度指標。
  3. Combination value of live load on floor or roof

    樓面屋面活荷載組合值15
  4. We conclude that the conjunction intensity between the platform and piles has a prominent impact on the deformation on the surface and there exists the " curtain effect " of the pile that weakens the slide tendency to the sea. it is confirmed the most disadvantageous load cases

    通過數值模擬得到以下結論，承臺與樁頂連結對碼頭頂面的側向位移影響顯著；存在樁的「遮簾作用」 ，它在一定程度上弱化了岸坡土體向海方向的位移趨勢；確定出對碼頭穩定性最不利的工況荷載組合。
  5. By calculating large quantity of examples, this text studies earthquake resistant behavior of tapered portal frame with pined bases and analyzes its natural frequency, natural period of vibration and vibration mode. by comparing interior forces of pillar top, beam end and span midpoint in two conditions that seismic action effect participates combination of forces and not when portal frame is n ' t changed, ensure conditions that combination of seismic action effect has controlling f unction during tapered portal frame design, and tapered portal frame demands anti - earthquake design

    本文通過大量算例分析，研究柱腳鉸接楔形變截面門式剛架的抗震性能，並對其自振頻率、振型進行了分析；通過比較地震作用效應參與荷載組合與不參與荷載組合兩種情況下，樑柱截面尺寸不變時，柱上端、梁端、跨中截面處的內力大小，確定在什麼情況下地震作用效應組合起控製作用，變截面門式剛架需要進行抗震設計。
  6. 5. utilizing the grey clustering method, mathematics and mechanics knowledge, the safety states of dams under typical load combinations are analyzed and evaluated. 6

    利用灰色系統中的灰色聚類方法，並結合數學、力學知識，對大壩在各種荷載組合作用下的安全性態作了分評價。
  7. It was introduced that the masonry structure design method and loads combined method

    介紹了砌體結構的設計方法和荷載組合分析方法。
  8. So, it is very important to analyze the stability of side slope well and truly

    因此，準確分析尾水渠高邊坡在各種荷載組合下的穩定性便顯得尤為重要。
  9. Test methods for static load test for combined tensile and transverse load resistance of panel wall systems in building construction

    建築物結構隔墻系統抗拉伸與橫向荷載組合的靜荷載試驗方法
  10. ( 7 ) as for the tunnel which is located at a karst zone with a complicated water environment, considering the safety of the tunnel structure and the result of test and calculation, the design of tunnels should be carried out with external water load

    （ 7 ）計算和試驗均表明，對於水環境條件復雜的巖溶富水區隧道，為了結構的安全起見，宜接考慮外水荷載的荷載組合原則來設計。
  11. The second part is load analysis. bases on the form - finding, the stress, strain and displacement etc are calculated under loads. also the problem of membrane drape and cable relaxation should be considered during this procedure

    第二階段是荷載分析階段，即找形分析獲得的曲面在各種可能荷載組合的作用下，求解其變形、位移、索膜內力及判別薄膜是否有褶皺產生或索是否有鬆弛現象。
  12. Due to the complexity of the load combinations of the gate chamber, it is difficult to perform such test on each load case. on the other hand, it is lack of the test data on the load case perpendicular to the current direction of the gate frusta till now

    由於閘室的受力荷載組合較為復雜，對每種工況都做光彈試驗不容易做到，且有關垂直水流方向的閘墩受力狀況的試驗資料迄今尚很缺乏。
  13. In this paper, load effect combination, resisting buoyancy of basement, load combination of basement outer wall and basement soleplate and equivalent uniform live load of fire engine basing on " load code for the design of building structures " are discussed

    摘要該文探討的是《建築結構荷載規范》中有關荷載效應控制的組合、地下室抗浮、地下室外墻和底板的荷載組合以及消防車等效均布荷載的確定等內容。
  14. Multi - span plastic greenhouse structure design theory has been studied systemic which include design loads, design methods and system optimization designs aimed at the situations above - mentioned, meanwhile, theory analysis and designs have been completed for series east - china multi - span plastic greenhouses in accordance with the local climate characteristic. some elementary conclusions are summed up : ( 1 ) in the aspect of multi - span plastic greenhouse structural design loads researches, based on the contrast analysis of loads provided in foreign and chinese standards, analysis and discussion are mentioned about the definition loads, the estimation and load cases for multi - span plastic greenhouse structural design in details, some conclusions are summed up first : i, wind load : under the present conditions, it is unnecessary to

    得到一些初步的結論： （ 1 ）在連棟塑料溫室結構設計荷載研究方面，從分析比較國外關于溫室建築及我國工業與民用建築設計荷載規范的角度出發，針對連棟塑料溫室結構設計中的荷載定義方法、計算取值、荷載組合等進行了較深入的探討和分析，首次得到以下結論： 、風荷載：在現有條件下，考慮風壓高度變化系數、陣風作用因子和風荷載體型系數，按中國建築結構荷載規范（ cbj9 ? 87 ）計算風荷載是可以的，不必進行重現期博士學位論文摘要修正。
  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. On the model of the optimum design, it ' s proceed modal of fea ; with the superior design, structural vibration period is studied for providing the theories calculation of construction engineering ; calculating many load cases, some parameters are given and provide the beneficial datum for actual engineering. the research in task evinces the construction cost can be reduced by optimize design and has good dynamic characteristic. optimum technology has a better project applying value in structural design

    並在優化設計模型的基礎上，對其進行模態有限元分析；研究其在最優設計條件下，結構自振特性問題，為工程結構的動力分析提供理論計算依據；同時對剛架進行多工況荷載組合抗震計算，得出地震作用參與荷載工況組合時，各設計參數間的關系並得出結論，為實際工程設計提供有益的參考資料。
  17. Based on these principles and equations, this paper attempts to give a prepositional equation for simplified analysis for second - order drift. through the elementary research on second - order drift limits, this paper gives a second - order drift limit to one - bay - one - story steel frames, a second - order total building drift limit and a inter - story drift limit to multi - stories steel frames

    本文在這些理論的基礎上，系統考慮了豎向荷載對側移影響、假想荷載對側移的影響和側移計算時的荷載組合等問題，嘗試性地提出了二階側移簡化計算的建議公式。
  18. ( 6 ) the abnormality criteria of fracture mechanics are employed to diagnose the abnormality of the crack, and the inversion of the concrete fracture roughness is studied. the space prediction model of the anomalous load is presented using neural network. the load surface of stress intensity factor and its corresponding plane is given and employed to diagnose and predict the abnormal load of the crack

    （ 6 ）應用斷裂力學理論，對裂縫轉異進行診斷，並探討了混凝土斷裂韌度的反演分析方法；建立了反映荷載組合與應力強度因子之間關系的神經網路模型，反饋分析裂縫的轉異荷載，在此基礎上，研製了應力強度因子的三維荷載曲面圖以及相應的二維平面圖，提出裂縫轉異荷載的空間預報模型；並通過實例驗證。
  19. Using the nonlinear methods of the ansys procedure, the stability of the gallery of pudong international airport in the second phase under several different load combinations is analyzed, and load factors, buckling modes, buckling characters and other different factors are obtained

    利用ansys程序的非線性分析功能對上海浦東機場二期工程中的候機長廊結構進行了多種荷載組合下的穩定性分析，得到各組合下的屈曲荷載因子、屈曲特徵、屈曲模態及不同因素的影響。
  20. The effect of load on the crack is discussed using numerical simulation approach. then, the data mining approach to the unfavorable load combination of the crack is proposed using artificial neural network. the rule of the unfavorable load combination of the crack is generated and three dimensional load combination is given

    （ 2 ）概要闡述了溫度場的模擬，研究了薄層單元和分佈裂縫模型，應用數值模擬分析方法，結合工程實際，分析了荷載對裂縫的作用效應；在對人工神經網路方法與數據挖掘關系深入研究的基礎上，提出了基於神經網路的裂縫不利荷載組合挖掘方法，提取裂縫的不利荷載組合，並研製了三維荷載組合曲面圖。
分享友人
分享到 Line

分享到臉書