two-body force 中文意思是什麼
two-body force
解釋
二體力-
Two numerating methods are used in traditional structural design of gate chamber. first, considering the gate frusta to be fastened on the weir body, it is calculated as plane stress problem independently. then applying the results ( moment and vertical force ) on the bottom of gate frusta as concentrating load on the weir body, and the weir body is viewed as a elastic foundation beam or plate and unilateral stress analysis was performed
傳統閘室結構計算有兩種計算方法，其一是將閘墩視為固端于堰體上，單獨進行閘墩平面受力計算，再將閘墩下部的計算結果（彎矩和垂直力）作為集中荷載作用於堰體上，堰體作為彈性地基梁或板進行片面應力計算。 -
The presented neural network takes strain - time data as input at two locations on the back of struck body, and gives highly precise outputs of the impact force - time data, impact kinetic energy and the coordinates of impact position
本文提出的神經網路方法採用被撞擊體上選定兩位置點的應變-時間歷程數據，即可高精度反演出撞擊力-時間歷程以及撞擊點坐標及撞擊動能等撞擊參數。 -
High temperature melt body pressure transmitter / changes delivering, two product and so on force components load cells, torque sensor for the substitution import product, but and overseas similar product direct exchange use
其中高溫熔體壓力傳感器/變送器、兩分力測力傳感器、扭矩傳感器等產品為替代進口產品，可與國外同類產品直接互換使用。 -
Secondly, the finite - element analysis on the typical slope section is performed with establishment of geology model, definition of boundary condition and proper selection of mechanical parameters. the result shows that the slope is of integral stability, and the failure mode mainly comprises infrequent block drop and wedge body breakage. considering the two failure modes of plane failure and wedge body breakage, and stability calculation under different work conditions, the slope stability is discussed and the sensibility ana lysis on its fraction angel and cohesion force is made
然後通過建立地質模型、確定邊界條件、選擇合理的力學參數，取典型斷面對邊坡進行數值分析，分析結果表明斜坡整體是穩定的，破壞類型以零星掉塊和楔體失穩下滑為主；為了定量計算邊坡的穩定性，對邊坡兩種破壞類型：單滑面下滑和雙滑面楔形體下滑，考慮不同工況進行穩定性計算，並對摩擦角和粘聚力進行穩定的敏感性分析。 -
The concentration dependence of bsa apparent diffusion coefficients was interpreted in the context of a two - body potential of mean force that includes repulsive hard - sphere and coulombic interactions and attractive dispersion : with increasing ionic strength, debye screening decreased, and protein interaction changed from repulsion to attraction, and protein aggregations was onset
利用平均勢場理論的兩體硬球相互作用模型解釋了蛋白分子的相互作用變化規律：隨著離子強度的增加，離子氛厚度減小，蛋摘要白分子間的相互作用由排斥變為吸引，蛋白開始聚集。 -
With the help of this program, this paper does research on the moved backwards of the slide surface, lengthening the anchor section, the soil nail ' s total force, gets conclusion about relations between the soil nail ' s length and the slope ' s grade, height, soil ' s mechanical parameter ; relations between soil nail ' s total force and coulomb soil pressure. with the help of the large multiuse finite element program ansys, this paper analyzes the soil nailing in one - step ' s slopes, in two - steps " slopes, puts the emphasis on the axis force ' s distributing along the soil nail at each rows, the effect of both the excavating mode and the original slope figure to the axis force of the soil nail, the one another effect between the upper - step slope and the nether - step slope in the soil nail ' s axis force, gets conclusion about the design of soil nail at the first low, different slope body is the same with different excavating mode, the original slope figure has more effect to some than others because of the slope body, the reasonably design of the step width in two - steps slopes, the two - steps excavating and retaining has more virtue than the one - step ' s. through soil pressure analysis this paper does research on the differences and the links between the coulomb soil pressure theory and the rankin ' s, the vertical pressure at the slope surface when the slope surface is inclined and the retaining wall is rough, the soil pressure ' s distributing behind the panel, gets conclusion about the effect of both the slope body inner stability and the slope surface local stability to the soil pressure
通過分析比較，論證了對數螺旋線型比圓弧形作為邊坡的假設滑裂面具有較多的工程優點，並為此編制了一個採用極限平衡法分析土釘支護的fortran語言程序，以此作工具對滑裂面的后移、土釘錨固段的超長、土釘總力的大小等方面作了研究，得出了有關土釘的長度與邊坡的坡角、坡高、土體力學參數的關系、土釘總力與庫侖土壓力間的關系等結論；採用大型通用有限元數值分析程序ansys分別對採用土釘支護的一階邊坡、二階邊坡進行分析，重點是研究各排土釘的軸力分佈規律、開挖方式及原始邊坡形態對土釘的軸力的影響、上下階邊坡在土釘軸力方面的相互作用，得出了有關第一排土釘的設計問題、不同類型的土體應適用於特定的開挖方式、原始開挖出的邊坡形態對一些類型坡體的邊坡土釘支護有較大的影響而對另外一些影響不大、二階邊坡臺階寬度的合理確定、二階開挖及支護比一階時具有較多的工程優點等結論；通過土壓力分析對朗肯、庫侖兩種經典土壓力理論的區別與聯系、坡面傾斜及墻背有摩擦時的坡面豎向應力分佈、面板背土壓力的分佈形態作了研究，得出了邊坡支擋土壓力受坡體內部穩定與坡面局部穩定兩個方面的影響、土釘支護面板背土體中卸荷拱的存在對面板受力有利等結論。 -
Force of physical strength, leg checks consistent pace to stride two step, can enter on 5 buildings quickly, show healthy in order ; one class enters one stage on 5 buildings, without apparent asthma phenomenon, healthy state is pretty good ; if breathless, breath is hurried, for poorer model ; enter on 3 buildings tired breathe heavily again, mean the body frail, answer to prove a cause further to the hospital, cut utmost desire
體力、腿力測試如一步邁兩臺階，能快速登上5層樓，說明健康狀況良好；一級一級登上5層樓，沒有明顯的氣喘現象，健康狀況不錯；假如氣喘吁吁，呼吸急促，為較差型；登上3樓就又累又喘，意味著身體虛弱，應到醫院進一步查明原因，切莫大意。 -
A curve is regarded as the trace of a moving body, the force acting on which decides the shape of the curve. through some necessary shape transformation, the shape distance or shape difference between two open curves can be valued by comparing their mechanical causation. therefore, the purpose of recognizing open curves is reached
曲線可以看成是物體運動的軌跡，那麼物體在運動過程中所受到的力就決定了曲線的形狀，將兩條曲線適當地變形之後，通過比較各自的形狀形成的力學原因，就可以計算出它們的形狀差異或形狀距離，從而達到曲線形狀識別的目的。 -
When two bodies interact, the force which body a exerts on body b is equal in magnitude and opposite in direction to the force which body b exerts on body a
兩個物體之間的作用力與反作用力總是數值相等，方向相反，作用在一條直線上。
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