計算長度 的英文怎麼說

中文拼音 [jìsuànzhǎngdù]
計算長度 英文
calculated length
  • 計 : 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...
  • 算 : Ⅰ動詞1 （計算數目） calculate; reckon; compute; figure 2 （計算進去） include; count 3 （謀劃;計...
  • 長 : 長Ⅰ形容詞1 （年紀較大） older; elder; senior 2 （排行最大） eldest; oldest Ⅱ名詞（領導人） chief;...
  • 度 : 度動詞[書面語] （推測; 估計） surmise; estimate
  • 計算 : 1 （求得未知數） count; compute; calculate; reckon; enumerate 2 （考慮; 籌劃） consideration; pla...
  • 長度 : length; longitude; size; extent; footage
  1. According to eigenvalue equation ( general formula ) of the energy method of the plane steel frame structure stability, and considering the restriction of the end of the column of the main steel frame and function of deflection curve gained from the differential balance equation general resolution, we get the equation for calculating the length coefficient of the main frame structure stability of the steel arch gate and the resolutions are also given

    根據平面剛架穩定性能量法特徵值方程（通式） ，考慮弧形鋼閘門主框架柱的柱端約束的特殊情況，求出撓曲線函數（試解函數）通解，得到弧形鋼閘門主框架柱穩定性計算長度系數方程。其中弧門主框架主橫梁式形框架的臨界荷載比較現行規范推薦的有限元法簡單方便、結果精確及物理概念明確等優點。
  2. Effective length of fillet weld

    角焊縫有效計算長度48
  3. As a result of the simplified torsion moment of inertia, integral stability coefficients based on the gb50017 code increase relatively 5 % or 0. 01 ~ 0. 04 absolutely, only for hn behind hn400 150, whose calculation length goes beyond the limit of 8 meters, taking account of any load condition and any yield - point

    Gb50017梁的整體穩定系數公式的誤差是由扭轉慣性矩的簡化造成。任何荷載情況和鋼號，規格大於hn400 150的hn型鋼，當計算長度大於8米時，整體穩定系數偏高約5 ，絕對偏高量在0 . 01 0 . 04范圍。
  4. Through over - all stability analysis, the influence of height - span ratio, rafter slope to the stability and the effective factors of gable portal frames are also presented in this paper

    通過對門式剛架的整體穩定分析，研究了剛架的高跨比、斜梁坡度對結構的穩定和計算長度系數的影響。
  5. But when the imaginary horizontal loads method in the new code was proceeded the second " order elastic analysis, could it achieve the requirement and get the more precise results than the old effective length method

    但新規范中採用假想水平荷載法二階彈性分析是否真的能達到要求?是否就比原來的計算長度法更精確
  6. This artical inquires into the buckling shape and effective buckling length both in and out of plane for a compression diagonal with rectangle hoop in the steel light roof trusses which are shuttle in shape

    摘要探討了腹桿帶有矩形箍的梭形輕型鋼屋架受壓腹桿平面內和平面外失穩形態、腹桿穩定性計算長度、連接受拉與受壓腹桿的矩形箍的作用及其對穩定性的影響。
  7. Calculated length of compression bar in pile bent column pier

    單排樁柱墩壓桿的計算長度
  8. Frame - bracing structure is a kind of dual - system, among which the bracing system may be shear wall, reinforced concrete core, vertical truss, etc. in current design codes for steel structures, multi - story steel frames are divided into two types, sway and non - sway frames

    支撐體系可以是剪力墻、筒體或支撐桁架體系。國家現行的鋼結構設計標準在計算框架結構的穩定性時將框架結構分為有側移和無側移兩類，分別確定其計算長度。
  9. This paper investigates and presents the design methods for lateral braces between equal spaced columns reducing the effective lengths of the columns to half

    本文探討了一排等間距布置的承受相同軸力的等截面柱，使柱計算長度減少至0 . 5l時所需橫向水平撐桿的設計問題。
  10. During longitudinal analysis, the calculating method of column effective length has been given out, according to different longitudinal connecti ng beam

    縱向分析時，本文給出了採用不同縱向聯系梁條件下的柱子計算長度系數的取值方法。
  11. Effective length of framed variable sectional columns

    變截面框架柱的計算長度
  12. The array reference is popped from the stack and the length is computed

    從堆棧中彈出數組引用，並計算長度。
  13. Effective length of bolt

    螺栓計算長度
  14. Some considerations about factor determination in length calculation of the steel rigid frame column

    鋼剛架柱計算長度系數取值的幾個問題
  15. Abnormal beam ' s flexural stiffness and the effect on steel frame column ' s effective length

    非規則梁的彎曲剛度及其對鋼框架柱計算長度的影響
  16. The definition of the equivalent calculated length coefficient of the mono - overhanging beam in the analysis of its overall stability

    單伸臂鋼梁整體穩定分析中等效計算長度系數的確定
  17. Based on the equations, some portal frame model are calculated, also got the effective length factors of frames and comparared these factors with the code

    用推導的位移方程計算了幾組剛架模型，得出山形門式剛架的計算長度系數並與規范的取值作了對比。
  18. Steel structure of light - weight buildings with gabled frames is a widely used steel structural style in china at present. this paper starts with the deficiency of the specificaion in calculating the effective length factors of gable portal frames. when the gable portal frame subjected to the vertical uniform loading, it conducts the arch effect ? 1. rafter axial force is large when the slope of rafter is big

    門式剛架輕型房屋鋼結構體系是目前廣泛應用的一種結構形式，本文從規范中門式剛架柱的計算長度系數取值的不足出發，針對山形門式剛架在豎向均布荷載作用下產生的拱效應? ? 1 、斜梁傾角較大時產生較大的梁內軸力; 2 、產生跨變效應; 3 、高跨比較小的山形門式剛架會發生躍越失穩，採用整體分析的方法對山形門式剛架的穩定進行了分析。
  19. Through an analysis of a simple two - story frame, this paper revealed that the assumptions used in current effective length method led to unrealistic distribution of beam restraints among the connected columns

    本文通過分析一個簡單的兩層框架，表明如果採用傳統計算長度系數法的理想假定，則必然會導致梁端約束在上下層柱之間的不合理分配。
  20. For frames of more than 3 stories, the weakest story is first selected and a three - story sub - assemblage including the weakest column is taken out, and the proposed method is applied, the effective length of the weakest column is thus obtained, the effective length of the remaining columns are computed through a pre - defined relations. because the sub - assemblage included beams at far ends of the columns above and below the column under consideration, the far end condition ( hinged or fixed ) may be considered easily

    對于更多層的情況，先判斷薄弱層，再假定薄弱層的上下層柱遠端的梁端約束全部提供給與薄弱層相鄰層的柱，取出薄弱層及其上下層的樑柱，按前面處理兩層或三層框架的方法可以得到薄弱層柱很精確的計算長度系數，相應導得其它層柱的計算長度系數。
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