basic load造句
例句與造句
- For units with basic load , they will support big variable load in frequent
對原來帶基本負(fù)荷的機組，改帶調(diào)峰負(fù)荷后，負(fù)荷變化頻繁并且變化幅度大。 - Support into an application for basic loading and saving of data in many image formats
支持實現(xiàn)到應(yīng)用程序中，以便以多種圖像格式對數(shù)據(jù)進行基本加載和保存。 - They also have gps units , video cameras and a basic load of ammunition , including grenades
他們還裝備有全球定位系統(tǒng)，攝像機和基本的彈藥量，其中包括手榴彈。 - To improve accuracy of forecasting , all the facts , such as influence of basic load , temperature , weather related sensitive factors and festive national holidays are considered systematically and simultaneously
為提高負(fù)荷預(yù)測的精度，本文同時考慮基本負(fù)荷、溫度、天氣敏感因素、節(jié)假日等多種影響負(fù)荷預(yù)測的因素。 - The shape of cross section of gravity dams under basic loads was optimized from an initial quadrilateral region with the stability of dam bodies against sliding and the tensile stress in dam heels taken as restraints
以四邊形為初始域，以重力壩的穩(wěn)定和壩踵拉應(yīng)力為約束條件，對基本荷載作用下的重力壩基本斷面形狀進行優(yōu)化。 - It's difficult to find basic load in a sentence. 用basic load造句挺難的
- Analyses of circumjacent earth pressure distribution establish the mechanical model of basic loads about stability , strength and stiffness of pipeline while defmitude of cross section stresses has a bearing on design purposes of production and practicality
管道周邊土壓力分布性狀的分析奠定管道穩(wěn)定性、強度和剛度計算的基本荷載的力學(xué)模型，而管道本身橫截面應(yīng)力的確定關(guān)系到生產(chǎn)實用的設(shè)計目的。 - In this paper the different middle wall ' s mechanical behavior on different rock mass has been simulated by establishing the three - dimensional finite - element model of the shallow double - linked - arch tunnel , and the basic loading law of the middle wall is obtained , then the proper form of middle wall under different rock mass during constructing the shallow double - linked - arch tunnel is given , which offers foundation for the design of middle wall in double - linked - arch tunnel
通過建立雙連拱隧道的三維有限元模型，模擬了不同圍巖級別條件下淺埋雙連拱隧道不同中墻形式的力學(xué)行為，得出了中墻的基本受力規(guī)律，提出了不同圍巖級別條件下修建淺埋雙連拱隧道所采用的合理中墻形式，為雙連拱隧道的中墻設(shè)計提供依據(jù)。 - In order to fully develop the theory of squeezed branch piles , in particular , the justification of its superior performance in terms of the bearing capacity and sinking displacement , we have derived the analytical formulas of the axial load and the strain at arbitrary depth ; based on existing static loading test results and research on belled pile , together with the analysis of on - site testing data , we have applied the expand theory on sphere holes to the computation of radial stress of squeezed branch piles under hole expansion ; taking the oil pressure of hole expansion in to account , we have find the a branch force under certain hole pressures , hence we can estimate the maximum bearing capacity of single piles ; we have introduced the experiential formulas for the bearing capacity of squeezed branch piles based on its stress characteristic and pile testing data ; we have also done numerical simulations of squeezed branch piles utilizing finite element method software ansys ; we have matched the simulation res ults with those of on - site basic load experiments , regenerating the distributions of stress fields and strain fields of squeezed branch piles , and from those distributions , we can determine the optimal distances between plates and piles
為了完善支盤樁的設(shè)計理論，探求支盤樁高承載力和低沉降量的內(nèi)涵，本文推導(dǎo)出了支盤樁任意深度的截面荷載以及位移隨深度變化的理論公式；基于已有的靜載試驗成果及有關(guān)擴底樁的研究成果，從對現(xiàn)場測試數(shù)據(jù)的分析，將球形孔擴張理論引入到支盤樁擴孔時徑向應(yīng)力的計算，考慮到擴孔時的油壓數(shù)據(jù)，求得某一孔壓下的支盤力，據(jù)此估算單樁極限承載力；同時根據(jù)對支盤樁的受力特點和試樁數(shù)據(jù)的分析，提出了支盤樁承載力計算的經(jīng)驗公式；用有限元分析的方法，利用大型有限元分析軟件ansys對支盤樁進行數(shù)值模擬，并將模擬結(jié)果同現(xiàn)場的靜載試驗結(jié)果進行對比，再現(xiàn)了支盤樁在荷載作用下土中應(yīng)力場和位移場的變化，根據(jù)應(yīng)力場和位移場的變化范圍，指出最佳盤間距和樁間距；為支盤樁的設(shè)計和施工提供了一個可量化的設(shè)計依據(jù)。