實用計算 的英文怎麼說

中文拼音 [shíyòngsuàn]
實用計算 英文
applied computing
  • : Ⅰ形容詞1 (內部完全填滿 沒有空隙) solid 2 (真實; 實在) true; real; honest Ⅱ名詞1 (實際; 事實...
  • : Ⅰ動詞1 (使用) use; employ; apply 2 (多用於否定: 需要) need 3 (敬辭: 吃; 喝) eat; drink Ⅱ名...
  • : Ⅰ動詞1 (計算) count; compute; calculate; number 2 (設想; 打算) plan; plot Ⅱ名詞1 (測量或計算...
  • : Ⅰ動詞1 (計算數目) calculate; reckon; compute; figure 2 (計算進去) include; count 3 (謀劃;計...
  • 計算 : 1 (求得未知數) count; compute; calculate; reckon; enumerate 2 (考慮; 籌劃) consideration; pla...
  1. Practical method for calculating equivalent wind loads on double cantilever bridges

    等長雙懸臂梁等效風荷載實用計算方法
  2. Considering the special structure of multi - ribbed slab, founding diphase body mechanical model of compound material, strengthening rib beam and rib pillar by equivalent volume ratio of concrete and slice brick, the paper drew elastic compution constant and shear constant. based on the things, the paper simplified isotropy compution model to wall, gave practical design formula of elastic mold and shear mold, provided necessary parameter for practical design formula of elastic rigidity. finally the calculating results agree well with the text results

    結合密肋復合墻板的特殊構造,建立墻板的復合材料二相體力學模型,按照混凝土與砌塊體積比不變原則對肋梁肋柱同時加強,得出墻板的彈性常數及剪切常數,在此基礎上,進一步將墻板簡化為各向同性的模型,給出墻板彈性模量及剪切模量實用計算公式,為密肋復合墻板的彈性剛度公式提供必要的參數。
  3. The useful ready reckoner brown cloth

    實用計算便覽褐色布面精裝。
  4. Practical method for analyzing plate - cone reticulated shell

    板錐網殼結構的實用計算方法
  5. So the topic for farther discussion will be developed on the ground of soil - foundation - structure interactions, and em phasizes particularly on the investigation for dynamic effects on interaction of pile - supported structures subjected to lateral seismic load at layered - soil media. it will provide engineering application with practical and concise computational method, but also provides the aseismatic design for pile - supported structures with proper theory foundations and schemes to some extent on condition that definite codes are absent at present. the full article is divided into six chapters, as follows : 1

    本論文工作將圍繞地基-基礎-上部結構共同作這一課題作進一步探討,側重於水平地震作下層狀地基土中的樁基-建築物的動力相互作的研究,為踐應提供了適合於工程目的的、比較簡捷的實用計算方法,亦擬為沒有明確規范指導的樁(土)基礎-結構抗震設提供一定的理論依據和設建議。
  6. Compared with other traditional calculative methods, the method in this thesis is simple, has fast calculation speed and can satisfy the need of on - line preventive control

    與以往的方法相比,該法簡單速度快,能滿足在線預防控制的需要。
  7. Program can analyze the multi - girder curved bridge, by using the diatropic distributing theory. it can calculate the dynamic programming loading, by using the combined influence. it can analyze the internal force under the action with the prestressed force, by using the equivalent load method

    程序採橫向分佈的實用計算理論來處理多主梁曲線梁橋的空間受力分析問題;採組合影響線來對曲線梁橋進行動態規劃加載;採等代荷載法對曲線梁在預應力作下的結構內力進行分析。
  8. Elastoplastic analysis and practical calculation of steel beam columns under fire condition

    火災下鋼構件的彈塑性分析和實用計算
  9. Research of practical calculating method of the shear lag effect in curved box girders

    曲線箱梁剪力滯效應的實用計算方法
  10. The pre - stressed anchor supporting structure with beam and column is analyzed theoretical in this paper, combined with theoretical study and design of such supporting structure, which is one of the plan projects of construction science and technology in hunan province. the topic provides engineering aiming with practical and concise computation method, and also provides the advice for structure with proper theory foundation and schemes to some extent

    本文結合湖南省建設科技劃項目「永久性肋樑柱錨桿擋土墻設關鍵問題及軟體開發」 ,對預應力肋樑柱錨桿支擋結構進行了理論分析,提供了適合於工程的、比較簡捷的實用計算方法,同時也為該類支擋結構設提供一定的理論依據和設建議。
  11. Practical calculation of second - order displacement of a frame structure

    框架結構二階位移實用計算
  12. A practical calculating model of magnetorheological damper

    磁流變阻尼器的實用計算模型
  13. Based on the relative theories about electric circuit and synchronous generators " post - fault transient, a practical computerized method making use of node impedance matrix is proposed to calculate the instantaneous currents of a faulty power system

    本文基於電路理論和發電機的短路過渡過程理論,利節點阻抗陣推導出電力系統短路時任意時刻短路電流的實用計算機演法。
  14. Thus, the conclusion is drawn : when the diffusion coefficient of cf is invariable and the diffusion time is under a certain range, the beginning corrosion time of the steel in the corner of the rectangular section is independent of the size of rectangular section ; ( 4 ) through the numerical value calculation of rectangular section, the law is found of the influence on modifying coefficient of rectangular section of the thickness of protection layer of concrete and diameter of the steel and the thickness of cf on the surface of concrete, based on which practical calculating method of beginning corrosion time of the steel in the corner of rectangular section is set up

    從而得到結論:在氯離子擴散系數一定的情況下,在一定時間范圍內,矩形截面邊角區域鋼筋的初始銹蝕時間不依賴于矩形截面的截面尺寸; ( 4 )通過矩形截面邊角區域鋼筋初始銹蝕時間的,分析了保護層厚度、鋼筋直徑、混凝土表面氯離子濃度對修正系數的影響,並在此基礎上建立了氯離子侵蝕下矩形截面邊角區域鋼筋初始銹蝕時間的實用計算方法。
  15. Many factors regarding the modifying coefficients of circular and rectangular section are analyzed : ( 1 ) it is theoretically proved that the diffusion coefficient of cl - in concrete is dependent of modifying coefficients ; ( 2 ) through analysis of the results of numerical value calculation, it is discovered that the relation between the modifying coefficients and the thickness of protection layer of concrete is linear, from which the function expression of these two variables is gain ; at the same time, the influence on modifying coefficient of the radius of circular section and the thickness of cl - on the surface of concrete ; based on these, practical calculating method of beginning corrosion time of steel of circular section is set up ; ( 3 ) to rectangular section, the diffusion of cf in concrete is two - dimension diffusion

    討論了影響矩形截面以及圓形截面修正系數的因素: ( 1 )從理論上證明了氯離子在混凝土中的擴散系數與修正系數無關; ( 2 )通過圓形截面數值結果的分析,發現圓形截面修正系數與保護層厚度基本成線性關系,並建立了二者之間的聯系;分析了圓形截面半徑、混凝土表面氯離子濃度對修正系數的影響,從而建立了圓形截面鋼筋初始銹蝕時間的實用計算方法; ( 3 )在矩形截面氯離子侵蝕下,混凝土處於二維擴散狀態。本文通過分析,證明二維擴散的影響區域從邊角開始向中間逐步擴散,並證明了二維擴散影響區域依賴于氯離子擴散系數與氯離子擴散時間的乘積。
  16. Forcing analysis and practicality calculation of a tower with a rib

    帶一個塔箍的塔的受力分析和實用計算
  17. Six circular concrete columns were tested under concentric loading, to investigate the confinement effect of confining reinforcement in both normal strength and high strength concrete columns. test results were analyzed and compared. practical formulas were proposed for the minimum volumetric ratio and the spacing of the stirrups

    通過對6根圓柱體混凝土柱的軸壓試驗,研究普通混凝土及高強混凝土在箍筋作下的約束效應,並將試驗結果進行分析比較,提出了配箍率及箍筋間距實用計算公式。
  18. In this thesis, the resistance performance of concrete - filled steel tubes under simple load is summed up first. according to the resistance expressions under press and bending, a concise formula of resistance under torsion is deduced on the ground of two former formulae. the format of this formula is of good similarity with that under press and bending

    在對比了原有的兩種方法的基礎上,對離心鋼管混凝土構件在純扭轉作下的極限承載力公式,提出了與結果試驗更加吻合、形式上更為簡潔的抗扭承載力實用計算公式,在形式上與軸壓和彎曲承載力公式統一起來。
  19. The method of spatial curved girder element in this paper offer reference for analysis of curved girder bridge, so it is significative to actual structural and lay a foundation for further development of curved girder structural analysis program

    本文提出的空間曲梁單元的實用計算方法,為彎梁橋的空間分析提供了參考,具有工程際意義,也為進一步完善彎梁橋結構分析程序奠定了基礎。
  20. The load stress and the thermal stress of concrete pavement with lean concrete base are analyzed by three - dimensional finite element method, and the practical formulas of load stress under different axle load models and of thermal stress are get by regression method

    三維有限元方法對貧混凝土基層混凝土路面進行了荷載應力和溫度應力的大量,通過回歸,得出了貧混凝土基層混凝土路面荷載應力及溫度應力實用計算公式。
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