曲根材 的英文怎麼說

中文拼音 [gēncái]
曲根材 英文
sabre butt
  • : 曲名詞1 (一種韻文形式) qu a type of verse for singing which emerged in the southern song and ji...
  • : Ⅰ名詞1 (植物的營養器官) root (of a plant) 2 (比喻子孫後代) descendants; posterity 3 [數學] ...
  • : 名詞1 (木料) timber 2 (泛指可以直接製成成品的東西; 材料) material 3 (供寫作或參考的資料) ma...
  1. Based on total stress index of property of statics and dynamics of dam body and dam base materials which obtained from test, utilizing duncan - chang hyperbola model and equipollence linearity model to analysis static state and dynamic stress state affected by earthquake of hada mountain dam body and dam base

    據試驗得到的壩體和壩基料的靜動力學性質的總應力指標,計算中採用duncan ? chang雙線模型和等效線性模型,分析了哈達山壩體和壩基的靜應力狀態以及它們在地震作用下的動應力狀態。
  2. Based on extensive investigation of construction technique history of chinese ancient buildings, the structure method, structure developing history and seismic behavior of chinese ancient timber structure buildings are analyzed in several respects of the structural system and form. through a series of experiments on constituent parts of chinese ancient timber building structure, including the tests on the corbels and brackets called dougong subjected to low cyclic reversed loadings, the tests on the wooden frame using the tenon - mortise joints as connections of column and beam subjected to low cyclic reversed loadings, the tests on vibration isolation effect of friction and slippage between column footing and their socle base, and a series of shaking table tests on a chinese ancient timber structure palace building mode under artificial earthquake at serving conditions, destroyed conditions and reinforced conditions, many valuable results of structures such as moment - curvature hysteretic loops of dougong structure and tenon - mortise joints under low cyckc reversed loadings, the static function, the seismic performance, energy dissipation, vibration reduction, energy - loss mechanism, nechanicalmode and failure mode were studied. aplenty of valuable parameters of the structure system were obtained, such as the natural period of structure, vibration modes, damping ratio, factor of vibration isolation, oscillate amplitude of ineitial accebration, velocity and displacement, magnitude of slippage, and the mechanism of structure failure and collapse etc. based on these research, the complete analysis of ancient timber structure under earthquake were carried out in which including mechanism analysis method, calculating mode, strength analysis of members and joints, strengthening methods for serving damaged ancient timber structure buildings were also taken into account

    依照宋代《營造法式》建造了抬梁式殿堂木結構構件及結構模型,對中國古代木結構中的典型構造如:柱腳在礎石頂面平擱簡支、柱架榫卯連接、柱高不越間之廣、側腳、生起、斗拱等的構造機理及結構功能進行了量化分析和實驗研究: (一)通過木柱石礎靜摩擦試驗,測定了柱腳與石礎古鏡面間的摩擦系數及摩擦力隨上部結構荷載變化的規律; (二)通過單柱承載力試驗,測定了古建築中木柱的受力變形特徵、破壞模式、及模型料的變形模量、極限承載力、極限變形等參量; (三)通過柱架低周反復荷載試驗,測定了柱架的抗側移剛度、柱架恢復力特性及滯回線、榫卯張角剛度及其變化規律、柱架及榫卯的極限承載力和極限變形、及榫卯減振參數; (四)通過斗?低周反復荷載試驗和受壓試驗,測定了古建築木構件與木構件間摩擦系數,斗?抗側移剛度,斗?恢復力特性及滯回線,斗?抗壓極限承載力及受力變形規律; (五)通過抬梁式殿堂間架模型振動臺試驗,測定了殿堂木構架結構自振周期,地震反應振形、阻尼特性及阻尼比;按結構分層特點對柱腳、柱頭和斗?層上的屋蓋的地震反應採用多點同步測量,對柱滑移、榫卯變形、斗?的變形、復位、耗能減振參數等進行了定量分析。
  3. A viscosity - temperature model of cumulative steam injection rate and cumulative oil production has been established for cyclic steam stimulation stage according to the standard viscosity - temperature curve of american material experiment society

    摘要據美國料試驗學會制定的標準粘溫關系線,建立蒸汽吞吐階段累計注汽量與累計產油量之間的粘溫模型。
  4. Fitting the experimental data into the general effective media ( gem ) equation, a theoretical percolation curve was gained. a mathematical model was proposed which is based on the gem equation and the dilution effect of filler volume fraction due to thermal volume expansion

    使用有效介質普適方程( gem方程)對實驗數據進行擬合,得到導電復合料的理論滲流線,據gem方程和基體的體積膨脹,建立起一個數學模型。
  5. 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 、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、扭的料、邊界、幾何非線性相互影響的柱空間滯回線分析模型。
  6. In this paper, presents a new measuring method of the braiding angle of composites for the edge image with computer based on curve fitting theory. the method can suppress noise and absolve the problem of the point of edge is not continue

    本文在邊緣圖像的基礎上,據復合料自身的特點,提出了一種基於線擬合的編織角的自動測量方法,該方法能夠有效地解決噪聲、邊緣點不連續等問題。
  7. The inn - keeper himself was a man of from forty to fifty - five years of age, tall, strong, and bony, a perfect specimen of the natives of those southern latitudes ; he had dark, sparkling, and deep - set eyes, hooked nose, and teeth white as those of a carnivorous animal ; his hair, like his beard, which he wore under his chin, was thick and curly, and in spite of his age but slightly interspersed with a few silvery threads

    客棧老闆是一個年約四十多歲的人,身高大強壯,骨胳粗大,典型的法國南部人。兩眼深陷而炯炯有神,鷹鉤鼻,牙雪白,就象一隻食肉獸。雖然他已上了年紀,但他的頭發,卻似乎不願變白,象他那胡須一樣,茂密而捲,但已略微混入了幾銀絲。
  8. In the first part of this paper, we use solids theory to get the eos of ionic crystal and metal crystal, and use the datum of hugoniot of many solid materials, and make use of the least - square program to get the born - mayer potential parameters. this parameters can use in the theory calculation of eos

    在本文的第一部分,利用固體理論推導了離子晶體和金屬晶體的狀態方程的理論形式,又據多種固體料的hugoniot沖擊壓縮實驗數據,運用最小二乘法線擬合程序確定出它們的born - mayer勢參數,經驗證這種勢參數完全可以運用於實際的狀態方程的計算中。
  9. ( 3 ) the equivalent stress, which is from the coefficients for the spectrum - loads and miner linear accumulated damage rule, an approach for material probabilistic fatigue strength for spectrum loads is suggested. this approach are established by the composed of p - c - s - n curves for extreme maximum model

    ( 3 )據譜載荷系數和miner線性累積損傷準則得到的譜載荷下的當量應力的關系,與極大值模型的p - c - s - n線相結合,提出了譜載荷下料概率疲勞強度的表達式。
  10. The key factors to make the slide is controlled to make the model be similar in geometry, material and fabric with the antetype, then simulate the infection of river, digging of road and so on, measure the data of the distortion of model, analyze the reason of the distortion and factors of the slide

    試驗抓住造成滑坡的主要因素,據所得的巖石力學參數及結構面參數,在幾何條件、模型料、結構面條件等方面都基本滿足相似原理的情況下,對模型進行了河流下切、公路開挖等條件的模擬,測量觀察邊坡的卸荷回彈與層面的彎變形情況,利用所側數據分析論證滑坡的形成機制和影響因素。
  11. The warping is found in terms of the 1 - d strains via the variational - asymptotical method ( vam ) and then cross - sectional stiffness for a gpr blade with arbitrary geometry and material property can be obtained

    據1維應變,用變分漸近方法建立翹位移,然後可以得到具有任意幾何形狀和料特性的玻璃鋼葉片的橫截面剛度。
  12. The camber development mechanism and the influence factors were researched by geometry analysis, viscous analysis and sintering kinetics analysis. the camber model was established and the equation for calculating curvature of camber was proposed. the influence factors for camber involve the original size of composite, the sintering properties and the shrinkage mismatch between the two materials

    從幾何學、粘彈性力學和燒結動力學的不同角度出發,探討了共燒翹形成機制和影響因素,建立了介電料鐵氧體料疊層共燒翹模型和翹率方程,揭示影響翹的因素為形狀尺寸因子,料的燒結特性和異種料之間的收縮率差,其中燒結過程的收縮率差是翹產生的本因素,收縮率差越大,則翹率越大。
  13. Illustrated by a tensile composite plate with an open hole and a pin - loaded hole, fiber placement path planning of the fully - steered ply is studied. the optimization of fiber placement paths for composite plate - parts is studied, two kinds of algorithm are brought out to meet different requirements of base - line - path

    3 .將層合板的加強層纖維鋪放路徑優化方法推廣應用於面板類復合料構件的纖維鋪放軌跡規劃,並據不同基準鋪放路徑數目提出了兩種纖維鋪放軌跡密化演算法。
  14. Each pearl padding is made up by scores of composite hree - dimensional, helix, hollow and silicon - filled fibers and specially processed into individual balls with better elasticity and permeability and longer endurance ; with a little stiffness to meet the special requirements of some products ; similar to pearl in shape ; soft and puffy, slippery hand - feeling, good heat preservation and more comfortable ; can be mixed with down and the ideal substitute for it

    每粒珍珠棉,是由幾十復合三維螺旋捲中空加硅纖維,經特殊工藝加工製成小球狀,彈性更好,透氣更強,使用時間更長,並且稍稍有點硬度,可以滿足某些產品的特殊要求;形似珍珠,柔軟蓬鬆,手感滑爽,保暖舒適,可與羽絨混合,是羽絨製品的理想替代料。
  15. From basic equations of elastic mechanics, related knowledge of fracture mechanics and frequent used methods of differential and integral calculus, bending fracture models of anisotropic functionally graded materials is established by assuming that material constants ( stiffness matrix component ) are expressed in arbitrary functions

    據彈性力學的基本方程以及斷裂力學的有關理論及微積分方法,將料常數(剛度系數)設為空間變量的任意函數,建立了各向異性功能梯度料板彎斷裂模型,即三類偏微分方程邊值問題。
  16. Mixture mixing : install and debug the mixing equipment before construction, take the trial mix according to the mixture ratio, and find out the turning on location of every hopper strobe as well as the relation among material flow of every kind, draw up the curve, and if there is adjustment because of factors like material batch, difference of moisture content and so on, it need to be confirmed by the laboratory so as to ensure the mixture ratio of construction meet the design requirement

    混合料拌和:施工前首先安裝、調試好拌和設備,據確定的配合比進行試拌,找出各料斗閘門開啟位置與各種料流量的關系,並繪製成線,如因料批次、含水量不同等因素而調整,須由試驗室確定,以確保施工配合比符合設計要求。
  17. Nonlinear constitutive relations are discussed for analyzing the stress distribution, the appearance and development of the cracks, as well as the behavior of the boundary conditions of the two way slabs respectively. in the light of the experimental research on r. c. two way slabs under static loading, the behavior of yield line, the load deformation curves and the crack yield, plastic limit loads of slabs with different supporting conditions are studied

    據反映雙向板混凝土料非勻質性的本構關系,分析了雙向板在荷載作用下的變形、屈服、裂縫和破壞的形態特性,並對鋼筋混凝土雙向板在不同支承條件下的塑性極限荷載、正常使用撓度(線)和截面設計作了進一步研究。
  18. Firstly, the parameters controlling ductile crack growth are gotten from the resistance curve result of standard 3 point bending specimen, then the resistance curves of the tension specimen for the welded joint with different strength mis - matching are predicted based on the cell model

    首先由標準三點彎試件的阻力線,得出反映料微觀損傷的特殊單元模型控制參量,再據該參量對不同接頭強度匹配下雙邊缺口拉伸試件的阻力線進行了定量預測,其結果與試驗結果相當吻合。
  19. The principle of the predigestion in geometry modeling is omitting the function part and the non - load - carrying process structure, and to the big and transition arc, the curve is replaced by straight line using the thought of curve and free - surface segmentation. the physical characteristic of the digital model reflect on remaining the main mechanical characteristic of the objects. the shell element model is used in strength analysis, stiffness analysis and dynamic analysis

    文中幾何建模的簡化原則是,略去功能件和非承載的工藝結構,對于大圓弧和過渡圓弧,以面分塊和線分段的思想進行適當的以直代;數模的物理特性反映在最大限度地保留對象的主要力學特性;在強度、剛度和動態分析中採用殼元模型,輕量化設計中採用梁元模型;料特性據所用料定義其主要性能參數。
  20. Technology of non - damage test for concrete intensity is extensively applied in project testing, as a precise and direct approach. accordingly, the test in this essay makes use of average concrete samples made up of commo - n raw material in boutou, and adopt comprehensive method of ultrasonic elasticity to test the concrete used within one year in boutou. through the regression analysis, we get the regression equation of anti - intensity of these two materials under the given conditions. according to the result, we establish the accurate curve line for comprehensive method of ultrasonic elasticity and provide practiced and non - damage testing approach and calculating method for concrete intensity test and reference for testing staff concerned

    混凝土強度無損檢測技術作為一種簡便快捷準確的測強技術在工程檢測中得到了廣泛的應用,鑒於此,本次試驗通過採用包頭地區常見原料製成的一定批量常見齡期的不同種類(指混凝土試塊中的粗骨料、混凝土強度等級不同)普通混凝土標準試塊,採用回彈?超聲綜合法對包頭地區齡期不超過一年的現場混凝土進行了大量的試驗,並利用回歸分析,給出兩種骨料混凝土在相應測強條件下的立方體抗壓強度回歸方程,據實驗結果建立包頭地區精度較高的混凝土回彈?超聲綜合法基準測強線,為實際工程的混凝土現有強度評定提供簡單易行的無損測試方法和計算方法,供有關檢測人員參考使用。
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