結構載荷 的英文怎麼說

中文拼音 [jiēgòuzǎihé]
結構載荷 英文
structural load
  • 結 : 結動詞（長出果實或種子） bear （fruit）; form （seed）
  • 構 : Ⅰ動詞1 （構造; 組合） construct; form; compose 2 （結成） fabricate; make up 3 （建造; 架屋） bui...
  • 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 ...
  • 荷 : 荷名詞（蓮） lotus
  • 結構 : 1 （各組成部分的搭配形式） structure; composition; construction; formation; constitution; fabric;...
  • 載荷 : load; loading載荷變化 load fluctuation; variation in load; 載荷裝置 load device
  1. Fist of all, on the basis of the research of agone boffins, this author investigates the interaction mechanism of bolts and rock, and introduces the elastic ? lastic analytical resolution which is consist of the liner structure, the equivalent reinforced wall rock and the original wall rock in the simple loading from the equivalent well - proportioned view ; this solution is very important meaning for the engineering design. on the basis of coulomb friction model, the author introduces the finite element equation of the contact problem in order to provide the academic foundation for the application of msc. marc. finally, combining the engineering practice of the non - linear analysis of shield tunnel through yellow river of the south - north water transfer and using the model of friction, the author researched the evolution law of stress and displacement field in the structure of grouted rock bolts, and analyzed the effect to the stress and deformation of surrounding rock mass due to anchor supports

    首先，在前人研究成果的基礎上，對錨桿與圍巖的相互作用機理進行研究，利用全長錨固錨桿的中性點理論，從等效均化的角度來考慮錨桿對圍巖的加固作用，並推導了在簡單荷載作用下，含有襯砌、等效加固后的圍巖、原始圍巖三者的彈塑性解析解，對工程設計有著重要的參考意義；在數值模擬方面，以考慮錨固圍巖滿足規則化庫侖摩擦模型為基礎，利用虛功原理推導了接觸問題的有限元方程的計算格式，為開發運用大型商用有限元軟體msc . marc提供了理論根據，也形成了本文的理論基礎：最後，論文以南水北調東線穿黃隧洞穩定性分析項目為工程實例，利用本文所述的接觸問題的摩擦模型理論，對錨桿支護結構的應力場、位移場的變化規律進行了研究，分析了加錨支護對隧洞圍巖應力、變形的影響。
  2. The tank location for these vehicles is chosen for optimum airframe design for axial loads.

    這些飛行器上的油箱位置是相對軸向載荷作最佳結構設計來選擇的。
  3. During the previous analysis of asphalt pavement structure with cracks, the stress intensity factors were usually calculated approximatively using plane strain model for some limitation. however, the assumptive load of this model is not coincident to the practical load

    在以往分析含裂縫的瀝青路面結構時，由於條件的限制，通常是假設瀝青路面結構近似為一平面應變模型，但是這種模型所假設的荷載與實際作用的荷載有較大的區別。
  4. 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力學模型，主要是將塔架結構按空間桿單元簡化為空間桁架結構，目的是將力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風載計算，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載荷情況下的應力圖，位移圖，並且求出在不同載荷條件下的最大位移和最大應力等；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。
  5. The effect factors of boiler steel frame are analyzed, loads composition and structural distribution, also the design code and special value norm for load classification are discussed, mainly including state and live loads, wind and level earthquake

    分析了電站鍋爐鋼結構的荷載影響因素，提出合理的結構布置和荷載取值及其工況組合。分析了設計標準中的荷載分類及取值約定。
  6. The tested results showed that the collecting ring could be used for the dynamic stress test successfully and the experimental data would be used for determining load spectrum and analyzing fatigue life of spoke plate

    結果表明，動態測試過程穩定，所設計和製造的集流環完全滿足試驗要求，測試數據可以用於結構載荷譜的編制和疲勞壽命分析。
  7. Based on fem analysis software ansys, a cylindrical latticed dome of an aerodrome is analyzed as an example. the progress of load - displacement for the whole structure - - cylindrical latticed dome & columns is record

    本文利用結構分析軟體ansys ，以某機場航站樓單層柱面網殼結構為例，追蹤了柱面網殼+支承柱這一整體結構的荷載-位移全過程。
  8. Ga applied in inverse problems of elasticity structure static load

    彈性結構靜荷載反問題的遺傳演算法
  9. The successful application of the fnnm to forecast the wind load distribution of roof structures supplies a new method for dealing with this problem

    該方法的成功應用為結構風荷載特性分析引入了一種全新的分析手段。
  10. Wind tunnel investigation of large span flat roof was carried out. mean local shape factor and extreme local shape factor distributed on the roof of the structure with two exposures are measured. effects of terrain exposures on the mean local shape factor and extreme local shape factor are discussed

    然而，對于大多數的屋蓋結構，由於其自身結構和風荷載的復雜性，我國的有關荷載規范中並沒有這方面的建議條文，因此對于大跨度屋蓋結構風荷載特性的研究，已成為一項急需進行的重要課題。
  11. Taking into account of the structure distortion, the theory and method of load calculation is researched from the perspective of engineering and airworthiness in this paper. the presented theory and method of load calculation is suitable for all kinds of civil aircraft. the load conditions and the initial parameters appropriated to the load calculation are determined according to the requirement of airworthiness

    本文從工程應用和適航性角度出發，對民用飛機結構載荷計算的理論與方法做了詳細的研究，研究了考慮結構變形的載荷計算方法，按照適航要求確定了飛機各部件載荷計算的設計情況和原始參數。
  12. For smaller vehicles with high acceleration the wind may be little concern with structural loads.

    對于具有高加速度的小型飛行器，風與結構載荷的關系可能不大。
  13. 1. under the same kind of wall rock and the same condition, displacement of pipe liner is symmetry, for tunnel structure and suffered load are symmetry. as level terra stress is bigger, the maximum of displacement and the first main stress occur in tie - in of pipe liner structure, and its direction is radial and points in hole ; the direction of the third main stress is annular and its maximum occurs in top and bottom hole inner

    1 、同一類圍巖在同一種工況下，由於結構和荷載的對稱性，管片襯砌結構的位移也表現出對稱性，因水平向地應力較大，位移最大值、第一主應力的最大值發生在管片襯砌結構的接頭處，方向為徑向指向洞內；第三主應力的方向為環向，較大值發生在洞頂和洞底內側。
  14. In respect of method to analyze wind load characteristics, focusing the complex factors that influence the wind load distributions of large span roof and with the wind tunnel test of the shenzhen convention and exhibition center. a new fuzzy neural network model ( fnnm ) is applied to forecast the wind load distribution of large span roof

    在風荷載分佈特性的分析方法方面，針對影響大跨屋蓋結構風荷載分佈特徵的諸多復雜因素，並結合深圳會議展覽中心風洞試驗項目的研究，應用模糊神經網路方法，成功地預測了大跨屋蓋結構的風壓分佈特性。
  15. Because of above demands, the program of simulation of response of the impact load is generated by fepg, deeply analysis to the program shows the meanings of parameters, function of subroutines and interface files, and compared with the result of experimentation, which indicate the difference is small enough, so can generate the computing source program of the grid structure. as the beginning research of the load identification, this thesis discusses the recognisation of cantilever beam by ga, and the result is well, but the program is limit by number of the parameters. finally show the path of accuracy improvement

    基於上述要求，本文利用fepg對格柵結構在沖擊載荷作用下的響應進行了數值模擬，生成了計算源程序，並對源程序做了詳細而細致的分析，對內部各程序中的變量含義、子程序功能和文件介面做了詳細說明，並將模擬結果與實驗結果作了比較，結果表明， fepg在格柵結構的計算結果與實驗結果相差較少，可以用來生成計算源程序，為下一步的格柵結構載荷重構研究提供參考。
  16. Firstly, itis explained that the application research of smart layer. to laod detecting and simulative damage for the model of wing - box, fbg fiber smart layer and pzt smart layer are designed, and manufactured. so, those are surface - mounted respectively on the stiffened skin of aluminum alloy and carbon fiber reinforced. data acquisition system based on different signal processing technique are designed

    針對機翼盒段試件結構載荷識別和模擬損傷監測的功能要求，結合智能夾層的設計製作工藝，設計製作了基於fbg傳感器的光纖和壓電兩種智能夾層，並分別安裝在機翼盒段試件上的鋁合金和碳纖維制蒙皮上。
  17. A method of choosing the wind load influence modulus that decides the wind load numerical value of combination structure was proposed correspondingly. firstly the wind load parameter that influences the wind load of combination structure was chosen according to design criterion of high - rising structure and through tradition calculation methods of wind load. by using currently calculation methods the axis force and martix of the most danger section was worked out, and the security of structure was analyzed and checked

    首先運用傳統風荷載計算的方法，結合本文的組合結構的特殊情況，以高聳結構設計規范為參考，參照風荷載理論選定了影響該組合結構風荷載的風荷參數，並依據一般塔架演算法（簡化懸臂梁法）計算出了與底座連接處斷面（最危險截面，距塔底6米段）的軸力和彎矩，同時對此處進行了應力分析和可靠性校核。
  18. The researchful progeny of this paper will help us to infer the statistical property of existing structural loading and resistance that answer to the existing structure and help us to reasonably estimate the existing structural reliability. in addition, the researchful progeny of this paper may help to develop the standard of appraising the existing structure that is used in our country, which will impel the methods of appraising the existing structural develop from applied methods to probability methods

    論文研究成果有益於對現有結構的荷載、抗力作出更符合現有結構特點的推斷，也有益於對現有結構的可靠性作出更合理的估計，可為我國現行鑒定標準的修訂提供參考，推斷目前的鑒定方法由實用鑒定法向概率鑒定方法發展。
  19. Appraising the existing structural reliability is an important embranchment of the theory about reliability. today, the methods of appraising the existing structural reliability that is used in our country generally belong to applied methods, but the expression about verifying the bearing capacity in this method is educed according as statistical information of future structures. because the statistical property of existing structural loading and resistance is obvious different form the future structure, the methods ca n ' t reflect the statistical property of existing structural

    現有結構可靠性評定是結構可靠性理論的一個重要分支，我國目前的建築物可靠性評定方法總體上屬于實用鑒定法，但這種方法的承載力校核表達式是依據擬建結構的統計信息得出的，由於現有結構的荷載、抗力等的統計特性明顯不同，因此這種方法難以合理反映現有結構的具體特性，而應根據荷載、抗力等的具體統計參數，建立現有結構的承載力校核表達式。
  20. In the paper, the basic theory of construction mechanics is introduced. the time - dependant characteristics of concrete is discussed and its influence on structure response in the construction period is induced. subsequently the rigidity - leg phenomenon and the time - varing feature of load and resistence in the super hige - rise building " s conctruction period is analysized

    本文介紹了土木工程施工力學研究的基本理論，分析了混凝土的依時變形特性及其對施工階段上部結構受力的影響，並研究了施工階段高層及超高層建築結構的荷載、抗力的時變特性及「剛度遲后」現象。
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