force of interaction 中文意思是什麼

force of interaction 解釋
相互作用力
  • force : n 1 力,勢。2 體力,氣力,精力,魄力。3 暴力,壓力;兵力,武力。4 〈pl 〉 部隊,軍隊,兵力。5 勢...
  • of : OF =Old French 古法語。
  • interaction : n. 1. 相互作用,相互影響,互動。2. 【航空】干擾。
  1. Besides establishing the calculation formulas of the support force of the swash plate, the contact load and the friction force between piston and cylinder block, the interaction force between piston and slipper, and the heel over moment of slipper, the relation between each machinery parameter and all these forces were discussed. 3

    分析了柱塞和滑靴的受力情況,並推導出斜盤支承反力,柱塞與缸孔間的正壓力和摩擦力、以及柱塞與滑靴間的作用力和滑靴傾側力矩的計算公式; 3
  2. S. consideration of interaction on the nonlinearity about the material, the geometry, and the boundary of the columns subject to axial force. biaxial hending, and torsion, an analytical model of hysteretic curve of columns is presented, based on the sectional cross - sectional discrete yieldsurface inodel, the bond slip in anchorage zones regarded as the boundary nonlinearity of a memher. and the iterative procedure of displacement of inner nodes on the basis of the hamonization of displacement

    5 、根據構件分段截面離散的屈服面模型法,把錨固區粘結滑移看成構件的邊界非線,以及基於位移協調的內結點位移迭代法,建立了能考慮構件壓(拉) 、雙彎、扭的材料、邊界、幾何非線性相互影響的柱空間滯回曲線分析模型。
  3. In addition, the computer method is proposed to get the stochastic pile capacity and the random optimum analysis is done in virtue of the genetic algorithm which can easily think over the influence of the randomness of pile capacity on the internal force of capping beam based on the thorough analysis about the primary factors influencing the randomness of pile capacity. an optimization program is worked out for the analysis which can consider the pile - soil - cap interaction and the non - linear character of the foundation soil

    此外,本文對影響基樁承載力差異性的主要因素進行了深入分析,提出了基樁承載力隨機生成的計算機方法,並採用遺傳演算法對承臺梁內力進行隨機優化分析,可方便地考慮基樁承載力隨機性對承臺梁內力的影響,並開發出能考慮樁?土?承臺共同工作及地基土非線性特性的樁基承臺梁內力優化分析程序。
  4. But this method could n ' t reflect the influence of the variance of pile capacity on capping beam internal force and the partaking of soil to the load. combined with the item " the optimal design theory and research of pile capping beam " financed by natural science fund of hunan province, a new method which can consider the pile - soil interaction and tide over the disfigurement of the winkler soil model is used to adjust the foundation base reactions in this paper. by this method, the proper solution about the internal force of capping beam can be achieved and the relative stiffness and the relative position of soil spring are thought out well

    本文結合湖南省自然科學基金項目「樁基承臺梁優化設計理論與方法研究」 ,考慮梁下土體和基樁對承臺梁的共同作用,提出了能對梁下地基反力進行自動調整的一種新型方法,其克服了文克爾地基模型所存在的缺陷,該法在調整過程中,充分考慮了梁下各土體彈簧之間的相對剛度,相對位置,更接近承臺梁的實際工作情況,有利於獲得承臺梁內力的正確解答。
  5. Nonlinear viewpoints on development of science is depended on that the science is the partial system of society system, and it not only has the nonlinear interaction which is the source and motive force of development, but also has strange attractor which lead to order in the disorder, that is science problem and science theory, matthew effect and priority. the development of science also possesses sensitive dependence to the primary condition. it will flux and reflux suffered from the influence of various random factors inside and outside of system

    科學發展的非線性觀立足點就在於科學是社會系統的分系統,它不僅有非線性相互作用,這構成了發展的源泉和動力,更有導致無序中產生有序的奇異吸引子(科學問題與科學理論, 「馬太效應」與「優先權」 ) ,在發展過程中對初始條件也具有敏感依賴性,並受到系統內部、外部的各種隨機因素的影響而產生漲落,在常規發展時期表現為科學的漸變,也就是量的積累,當漲落放大時就表現為科學革命,即質的改變。
  6. Firstly, based on the present research all over the world, a 3d quasi - single phase model is built together with k - equations. the special feature of this model is taking account of the influence of interaction between liquid and gas, that is to say, the influence of interphase drag force, lifting force perpendicular to the relative velocity, virtual mass force and gas or liquid volume fraction in the fluid field have been considered. a 3d two - fluid model is also built in order to describe more accurately the fluid flow on distillation trays by comparing the computational results of quasi - single phase mathematical model with of two - fluid mathematical model

    本文在國內外已有的研究基礎上,首先建立了以k - (封閉模型為基礎的三維擬單相流模型,該模型的特點在於充分考慮了氣液兩相間相互作用的影響,即計入了相間曳力、橫向升力、虛擬質量力和氣、液相含率對流場的影響;並建立了塔板三維雙流體模型,主要目的是通過對比擬單相流數學模型、雙流體數學模型的計算結果,建立能夠準確描述塔板上流體流動的數學模型。
  7. On the basis of the regulations of organization of other country " firms and the practice of organization change in china, the models of organization change has been put forward in this thesis. further more, combined with case studies of the organization change in china, this thesis has discussed the promoting force and the blocking force of organization change, the models of organization change, the internal logical process and evolution process of organization change, and the adaptability between method to analyze the interaction mechanism among strategic organization change, organization structure change and organization culture c

    本課題從國外企業組織變革的發展規律和趨勢以及我國企業組織變革的現狀出發,提出了基於轉型期理論的組織變革模式,在此基礎上,進一步結合我國企業組織變革的案例調查和典型分析,重點探討了企業組織變革的動力與阻力、企業組織變革的模式及其選擇、企業組織變革的內在邏輯過程與動態演化過程,以及組織變革與環境的適應等問題,並且還用實證研究,分析了企業組織戰略變革、企業組織結構變革與企業組織文化變革的相互作用的機理及其規律。
  8. Influence of ponderomotive force on interaction of ultrashort pulse laser with solid plasma

    有質動力對超短脈沖激光與固體等離子體相互作用的影響
  9. For the first time, based on frame structure with large thick raft plinth and many engineering examples, analytic method of interaction that means the analysis on three parts above as a whole with a full consideration of interaction thereof that met the need of the deformation correspond on the boundary was used to research on the interaction of structure and groundsill in this paper. and five models were adopted, which were : ( 1 ) a tube with symmetrical double - axis structure and symmetrical loads, ( 2 ) two tubes with symmetrical double - axis structure and symmetrical loads, and ( 3 ) a tube with symmetrical single - axis structure and symmetrical loads, and ( 4 ) two tubes with symmetrical double - axis structure and unsymmetrical loads, and ( 5 ) two tubes with unsymmetrical structure and loads. based on the middle - thick slab theory from mindli and the model for groundsill from winkle, the deformation character of raft foundation and the distributing rule for resisting force of fundus were studied in details by using b ig - style fem ( finite element member ) software, ansys

    本文結合了大量的工程實例,以大底盤框架厚筏結構形式為研究對象,針對單個和多個塔樓布置於同一個大底盤框架厚筏基上的復雜結構體系,分( 1 )一個塔樓:結構布置雙軸對稱,荷載對稱的情況; ( 2 )兩個塔樓:結構布置雙軸對稱,荷載對稱的情況; ( 3 )一個塔樓:結構布置單軸對稱,荷載對稱的情? ; ( 4 )兩個塔樓:結構布置雙軸對稱,荷載不對稱的情況; ( 5 )兩個塔樓:結構布置和荷載均不對稱的情況等五種組合情況,全面系統地探討了上部結構?基礎?地基相互作用的大跨度基礎、基礎板變形特徵及其基底反力的分佈規律。
  10. This paper, in allusion to damage of expansion joint of bridge, introduces a sort of new structure of jointless device - semi - integral abutment jointless bridge, and establishes model of general structure finite element of this bridge, and in details analyses its qualities of stress. the model considers the interaction of superstructure - substructure - soil. resistance of the soil behind abutment adopts still soil pressure and elastic resistance when the temperature rising, but active soil pressure when dropping. analysis of qualities stress of bridge includes of action of dead load, car load, temperature load of season character. taking an 100m length pc semi - integral abutment jointless bridge as instance, the paper establishes the model of plane frame by applying large common software - anasys, and analyses it by elastane and large deformation to imitate character of stress and deformation of general bridge. at the same time corresponding models of finite element of joint bridge and integral abutment bridge are established, and unique stress and performance of structure of semi - integral abutment jointless bridge are researched by comparing and analysing character of three different models under same loading, and controlling factor of design and constitution are generalized. in conclusion, for semi - integral abutment jointless bridge, on one hand shear, moment and deflection of the main beam and axis force of substructure are approximate with that of joint bridge, and integral stifmess of structure is increased and damage of expansion joint is eliminated, on the other hand there is axis force in main beam, shear and moment of substructure are bigger than that of joint bridge. in all this type of jointless bridge has rational stress and is worth of application and popularization

    半整體式橋臺無縫橋梁計算模型考慮了上部結構-下部結構-土的共同作用;臺後土抗力升溫時採用靜止土壓力加彈性土抗力,降溫時採用主動土壓力;分析橋梁受力性能時考慮了結構自重、車輛荷載和季節性溫變荷載的作用。以一座橋長100mpc半整體式橋臺無縫橋梁為實例,採用大型通用軟體ansys建立平面框架模型,進行彈性、大變形分析,模擬全橋受力和變形特點;同時建立與此對應的有伸縮縫橋梁和整體式橋臺無縫橋梁有限元模型,通過三種橋型同步加載對比分析,研究半整體式橋臺無縫橋梁獨特的受力特點和結構性能,總結其設計控制因素和構造要求。通過本文研究知:半整體式橋臺無縫橋梁主梁的剪力、彎矩、撓度和下部結構的軸力與梁式橋相近,結構整體剛度增大,併除去了伸縮縫病害;但主梁增加了軸力,下部結構剪力、彎矩較梁式橋大;綜合分析是一種受力合理有實踐和推廣價值的橋型。
  11. On the basis of large numbers of information from calculation, the deformation rule of settlement of the groundsill, the diffusing range of load of the tower, and the deformation characters of the foundation and groundsill, and the distributing rule for resisting force of fundus are summed up. and some suggests are given out about design of the foundation in high - rise buildings when using analytic method of interaction

    基於大量的計算數據,本文總結出了在荷載作用下,地基的沉降變形規律,塔樓荷載擴散范圍,地基基礎的變形特徵,以及基底反力的分佈規律,對高層建築基礎設計中採用共同作用分析方法提出了具體的建議。
  12. In this paper, ansys software is used to formulate the finite element model of interaction between platform and ice, the ice - induced vibration model of jack - up platform is then constructed, and the dynamic responses of jack - up platform are computed based on 2 ice force models

    摘要應用ansys軟體建立了平臺和冰相互作用的有限元模型,構建了自升式平臺的冰激振動模型,並計算基於2種冰力模型的自升式平臺的動力響應。
  13. The interaction force of two magnetic particles in an infinite single - chain is deduced using a new theoretical model which is founded on ampere " molecular current hypothesis, dipole theory and ampere " law. further more, the resultant force on a particle is then educed taking into account of action caused by all the other particles in the single - chain

    依據安培分子電流假說、偶極子理論以及安培定律,建立了計算磁流變液中一條單鏈內兩磁性球粒子間相互作用力的一個新的理論模型,並推導出了相互作用力的計算公式。
  14. The pseudo - force method is applied to calculate the compressive strength factor of the kinky propagated crack with the effect of interaction among cracks taken into account

    採用偽面力法計算了考慮相互作用的彎折擴展裂紋應力強度因子,並通過一些簡化得到了顯式的表達式。
  15. Meanwhile, the author proposes a economic analysis on revolutionary theory of marx and engels presenting " western europe can be a peaceful transition to socialism social " systemic thinking : science and technology developed socialized production, the interaction of which with the capital and credit system triggered the duality inherent contradictions, and then trigger a social crisis, leading to institutional changes in society ; along with the traditional sense of the disappearance of the bourgeoisie and the working class, " pure management " and " knowledge - based working class " has become the new main force of " social revolution ”

    首先,從革命戰略角度,在理論和實踐兩個層次上分析了馬克思世界視野內的革命互動論:馬克思在理論上是:建立在「生產力的普遍發展」基礎上的,世界視野內的以西歐發達國家為起點的革命互動論;然而在實踐中,則是建立在「戰爭和危機引發革命」基礎上的,世界視野內的以落後國家為起點的革命互動論。
  16. Because of the interaction force of permanent moment, polarized moment, surfactant molecules with electric field, droplets of microemulsion are deform and / or align along the electric field

    在外加電場作用下,其粘度增大,可由液態轉變為類固態,且該過程是瞬態的、可逆的、可調控的。
  17. A predictive formula for shear stresses is finally made corresponding to the interaction force of particles in the infinite single - chain

    進一步導出了無限長單鏈中粒子所受合力的計算公式。
  18. This parper exptores the interaction force of antimatters, and gives the four types interaction force and its intensity through comparison of the particles with antiparticles

    探討了反物質的基本作用力場,並取得了正、反粒子系統4種作用力及其強度的比較結果。
  19. Similarly the shear stresses are calculated according to the interaction force of two magnetic particles firstly, then to the resultant force on a particle in an infinite single - chain

    同樣的,先只考慮單鏈內相鄰粒子的相互作用然後考慮無限長單鏈中粒子所受的合力來計算剪切應力,後者比前者要高出5左右。
  20. Based on the infinite single - chain structure model, research is done on mr fluids sheared by a small angle. the shear stresses are calculated according to the interaction force of two magnetic particles firstly, then to the resultant force on a particle in an infinite single - chain

    先僅僅考慮單鏈內相鄰粒子的相互作用來計算剪切應力,然後考慮無限長單鏈中粒子所受合力來計算剪切應力,結果表明:後者比前者要高5左右。
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