慣性荷載 的英文怎麼說

中文拼音 [guànxìngzǎi]
慣性荷載 英文
inertia load
  • : Ⅰ動詞1 (習以為常 積久成性; 習慣) be used to; be in the habit of 2 (縱容; 放任) spoil; indulge...
  • : Ⅰ名詞1 (性格) nature; character; disposition 2 (性能; 性質) property; quality 3 (性別) sex ...
  • : 荷名詞(蓮) lotus
  • : 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 ...
  • 慣性 : [力學] inertia; inertance; sluggishness; the force of inertia
  1. Motorcycles and mopeds - road load setting on chassis dynamometer by coastdown method

    摩托車和機動自行車.用滑行法測定底盤測力計的道路
  2. Here the methods of covariance analysis and vibration analysis are employed to obtain the background and resonant component of wind - induced response. and the methods of load - response - correlation and inertial force are used to obtain the background and resonant component of eswl

    對于風致響應的背景分量和共振分量,分別採用方差分析法和振動分析方法來求解;對于等效風的背景分量和共振分量,分別採用lrc法和力法來求解。
  3. 2. dynamics analysis : by setting up jacon matrix differential coefficient sport is passed to descartes space. it makes terminal executing manipulator produce differential coefficient of acceleration and force in every different coordinates can be got. then the effective inertia, coincident inertia and gravity load of two manipulators are calculated by lagrange method. so generalized joint torque of each joint is got, and along with equivalent driving torque, actual driving torque of each joint can be worked out. 3

    動力學分析:建立雅可比矩陣將關節空間的各關節的微分運動傳遞到笛卡爾空間,使末端執行器位姿產生微分運動,以用於求加速度及力在不同坐標系間的線變換,再用拉格朗日法計算兩機械手的有效量、偶合量、重力,從而計算得到各關節的廣義關節力矩,並與等效驅動力矩共同算得各關節的驅動力矩。
  4. The deformation of the structure changes very fast as the loads change with time. the effect of the inertia force ca n ' t be ignored

    由於外加的隨時間變化得很快,結構的變形也變化得很快,力的作用將不可忽略。
  5. The bridge not only resists the static loads but also the moving loads and the actions of vibrational inertia force of vehicle and bridge

    這時,橋梁結構不僅承受靜力的作用,還要承受移動以及橋梁和車輛的振動力的作用。
  6. 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矩的簡化造成。任何情況和鋼號,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。
  7. The new drive system adopts gear drive instead of the traditional rubber belt transmission, therefore realizes optimum transmission of pumping unit by overcoming the disadvantages of the belt transmission

    該系統把傳統的抽油機膠帶傳動改變為齒輪硬傳動,徹底克服了因膠帶傳動而造成的抽油機傳動效率低、電動機過被燒毀,以及因造成抽油機的沖擊和振動等弊端,實現了傳動最優化。
  8. Abstract : in the light of the problems of high power consumption and low working efficiency in a beam pumping unit, a new method for power saving of the unit is proposed, that is, adopting an optimum structure of the unit and decreasing the periodic load coefficient of the pumping unit by changing the performance characteristics of the electric motor and by increasing the rotary inertia of the unit

    文摘:針對游梁式抽油機能耗大,工作效率低的問題,提出遊梁式抽油機節能的新方法,即在採用優化抽油機結構的基礎上,通過改變電動機的工作特和增加抽油機轉動量的辦法降低抽油機周期系數。
  9. The shape and distribution of inner stress of optical elements will vary in the space circumstances or other special operation conditions , which will influence its optical characteristicdramatically. in this paper, the influence of the inertial load aroused by the large acceleration has been performed ; the effects of the varying circumstance temperature on the optical element have beenstudied preliminarily by use of finite element method

    航天及其它特殊領域的工作環境,會使光學元件的形狀及內部應力發生變化,進而對其光學特產生明顯的影響.本文運用有限元法,在考慮大加速度引起的的影響的同時,對不同環境溫度下元件形狀及內部應力的變化亦作了初步的研究
  10. With synthesizing the relevant other internal and external researchers " the achievements of theory and the results of experiment, the follow work have been done in this project : revising the formulas of ground stiffness coefficient and the mass of vibrating soil and the dynamic affecting degree of depth, which apply the theory of elastic half - space and the knowledge of the soil mechanics and consider the influence of the soil characteristic and inertial action, the interaction between foundation and ground, the diverse load ; making the model of ground and foundation system calculating natural frequency by using the big - scale software supersap which is for special purposes of finite element analysis ; according to the experiment analysis, correcting and adjusting the finite element model in order to have it accord with the fact and meet the engineering demands ; doing the vibrating experiment for testing the results of the theoretical analysis and the finite element calculation ; summing up some regulars of the ground stiffness

    本文綜合參考了國內外其他學者的理論成果和實驗結果,進行了如下研究工作:運用彈半空間理論和土力學的知識,考慮土體特作用、基礎與地基的相互作用以及不同形式等因素的影響,對動力機器基礎進行了嚴密地理論分析,修正了地基剛度、參振土質量和動力影響深度的計算公式;利用專門用於有限元計算的大型分析軟體supersap對地基基礎體系進行了建模計算,根據實驗分析,對有限元模型不斷地進行修正和調整,使其更加符合實際情況,滿足要求;通過振動實驗對理論分析和有限元計算結果進行了驗證;總結出了一些地基剛度的變化規律。
  11. Abstract : the inertial effect of three - point bend specimens under impactloading was analyzed by using the spring - mass system model and an expression for the correction of inertial force was obtained under the condition of brittle fracture of materials

    文摘:用彈簧質量模型分析了三點彎曲試樣在沖擊作用下的效應,得到了脆斷裂條件下有效的修正公式。
  12. This article guarded against explosions the heater to skid the block comprehensive support the structure to carry on the analysis ; found the question which this support structural design exists and has made the corresponding improvement design ; caused to synthesize the support the structure while to satisfy the intensity and rigidity reduced the whole weight ; tends to the optimized design in the material use ; through to synthesizes the support the finite element model to exert the different force of inertia ; obtains under the different load to synthesize the support stress variation rule, thus determine bearing capacity of comprehensive support

    摘要本文對防爆加熱器撬塊綜合支架的結構進行了分析,找到該支架結構設計上存在的問題並作了相應的改進設計,使得綜合支架的結構在滿足強度和剛度的同時減輕了整體的重量,在材料的利用上趨于優化的設計;通過對綜合支架的有限元模型施加不同的力,得出不同下綜合支架應力變化規律,從而確定出綜合支架所能承受的最大力。
  13. For architectural requirements, residnces have many walls. as a result it is comparatively resonable that sub - high rise residences are frame - wall structures or shear wall structures we a1l know that shear wall structures have large sectional area and the capability of bearing vertical loads is respectively high. nevertheless, under seismic forces they have large inertia forces and small lateral displacemente

    由於傳統現澆鋼筋砼剪力墻結構的墻體截面積大,故承受豎向的能力比較容易滿足,但墻體的自重、剛度大,在地震作用下力大、側向位移很小,所以一般認為剪力墻結構延差,屬于脆結構。
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