靜力進樣 的英文怎麼說

中文拼音 [jìngjìnyàng]
靜力進樣 英文
injection hydrostatic
  • : Ⅰ形容詞1. (安定不動; 平靜) still; calm; motionless 2. (沒有聲響; 清靜) silent; quiet Ⅱ名詞(姓氏) a surname
  • : Ⅰ名1 (力量; 能力) power; strength; ability; capacity 2 [物理學] (改變物體運動狀態的作用) forc...
  • : 進構詞成分。
  • : Ⅰ名詞1. (形狀) appearance; shape 2. (樣品) sample; model; pattern Ⅱ量詞(表示事物的種類) kind; type
  1. At present plenty of experimental study has been made on the materials and structural performance of asphalt concrete cores in the world, and the design methods and construction technique as well as equipments have been more mature. however, there is still lack of the research of its basic performance. in this thesis, in combination with the actual project, the experimental study has been employed with the field core specimen and the specimen made in laboratory, mainly include the static triaxial test, confinement pressure stabilization test and stress relaxation test

    目前,國內外對瀝青混凝土心墻的材料和結構性能已行了一些試驗研究,其設計方法、施工工藝和設備較為成熟,但其基本性能研究方面顯得較為薄弱,本文結合實際工程對瀝青混凝土心墻的芯和試驗室成型的試件行了試驗研究,主要包括三軸試驗、圍壓穩定試驗以及應鬆弛試驗研究,得到以下基本結論: 1
  2. Also hydrostatic and hydrodynamic suspension systems were tested, along with special wading arrangement ( tauch einrichtung ) and special filter system allowing the tank to operate in the chemically contaminated area

    的懸掛系統經過了流體學和流體動學的測試,連同特殊的通氣管(潛水裝置)和特殊的過濾系統可以讓黑豹坦克在化學沾染區安全行
  3. But she sat on the log doorstep, under the rustic porch, and snuggled into her own warmth. so she sat, looking at the rain, listening to the many noiseless noises of it, and to the strange soughings of wind in upper branches, when there seemed to be no wind. old oak - trees stood around, grey, powerful trunks, rain - blackened, round and vital, throwing off reckless limbs

    她這坐著,望著霏霏的雨,聽著雨滴的無聲的聲,聽著風在樹枝上的奇異的嘆息,而同時卻又彷彿沒有風似的,老橡樹環立著,它們的灰色的有的樹干給雨濕成黑色,圓圓的,充滿著生命,向四閡發著豪放的樹枝,地上並沒有什麼細樹亂草。
  4. Considering slpmu - 025a produced by japan shinko motor company ltd. as our study project, this thesis presents a study on two - phase hybrid lsm, the study objects and some conclusions presented in the thesis are : ( l ) the 3d model of slpmu - 025a is formed by software maxwell 3d. then, the 3d magnetic field of the motor is analyzed by fem ( fenite element method ) analysis. here, the analysis of the magnetic field is in focus on the region of tooth - layer

    本文以日本神鋼電機株式會社生產的slpmu - 025a為研究機,對二相混合式直線步電動機行了研究,內容包括: ( 1 )用maxwell3d軟體建立了slpmu - 025a的三維模型,通過有限元分析計算了電機的三維磁場,重點分析了電機齒層區域的磁場; ( 2 )應用maxwell3d的后處理計算得到了電機的? ?位移特性,並與實驗行了比較; ( 3 )利用matlab中的simulink建立了動態模擬模塊,模擬了電機的部分動態特性,並用實驗行了驗證。
  5. B ) equivalent circuit method and finite element analysis ( fea ) to compute the static force are presented, the results obtained by each method are compared one with the other. c ) the results of dynamic simulation by means of the software, ansoft show the hlfm " s characteristics when the motor works in the special frequency and single stroke and the conditions used for position control. d ) the measured static thrust - displacement characteristics and the dynamic characteristics during starting show good correlation with the calculated results

    在設計並製作了實驗機的基礎上所做的研究內容包括; ( 1 )分別用能量法和麥克斯韋張量法推導電磁的計算公式,並討論他們的不同應用范圍; ( 2 )分別用等效磁路法和有限元法作直線電機的特性分析,並比較分析它們的計算結果; ( 3 )用有限元模擬軟體做直線電機動態特性的模擬,分別分析直線電機的頻率特性、動子開合閘特性和開環位置控制的工作特性; ( 4 )做直線電機的?位移特性實驗和動子開合閘的動態實驗,並將實驗結果與計算結果行對比,實驗驗證了計算模型及計算方法的正確性。
  6. Object - oriented programming ( abbr oop ) has been applied to the field of structure analysis programming. this paper discussed the complexity of the program developing of the structure analysis and pointed out the inherent contradictions of the traditional program language. it discusses how to applying the concept of oop in developing the programs of structure analysis when designing the three modules : preprocessor, postprocessor and calculator

    本文闡述了結構分析的數學理論,研究和改工程結構的、動分析演算法,並對有限元結構分析的前後處理行了可視化建模;採用面向對象的設計思想指導有限元結構分析軟體的設計與開發,闡述了在前處理、后處理和計算三大模塊設計中怎將這一思想運用於結構分析編程。
  7. In order to solve the static, dynamic and material nonlinear problems of mega - frame structure, this paper analyzes mega - frame structure by qr - method and sets up a new computational form. in this paper, the author adopts the method of repeated increment and no limit stabilization to handle t he elastic - plastic rigid equation and dynamic equation

    然後,利用qr法對巨型框架結構行分析,解決該結構的、動及材料非線性問題,利用增量迭代法及條無條件穩定演算法分別求解彈塑性剛度方程及動方程,建立了高層巨型框架結構分析的新的計算格式。
  8. Secondly the author ' s study are introduced in this paper. the author study mainly the linear static and dynamic, elastic - plastic static and dynamic problems of cfst arc - bridge. firstly, the author establish the linear static equation on the based of the rigid equation of element by qr - method, and then analysis the inner force of arc bridge, establish the linear dynamic equation and elastic - plastic rigid equation and dynamic equation, then solve respectively the elastic - plastic rigid and dynamic equation by the method of repeated increment and no limit stabilization, arithmetic

    本文主要研究大跨度鋼管混凝土桁架拱線性問題和線性動問題以及彈塑性問題和彈塑性動問題,先利用qr法按照梁單元的剛度方程建立桁架拱的線性方程,行桁架拱內分析,建立桁架拱線性動方程、彈塑性剛度方程及彈塑性動方程,然後利用增量迭代法及條無條件穩定演算法分別求解彈塑性剛度方程及動方程。
  9. At first, the author establish the linear and geometric nonlinear static equation on the base of rigid equation of element by qr method and analysis the inner force of spatial lattice structures, and establish the linear and material nonlinear dynamic equation and solve these equations by the method of no limit stabilization

    建立網殼結構的線性方程和幾何非線性方程,行了性能分析;建立線性動方程和材料非線性動方程,用條無條件穩定演算法分別對其行求解。
  10. His knowledge of languages, the respect shown him by the french, the good - nature with which he gave away anything he was asked for he received the allowance of three roubles a week, given to officers among the prisoners, the strength he showed in driving nails into the wall, the gentleness of his behaviour to his companions, and his capacitywhich seemed to him mysteriousof sitting stockstill doing nothing and plunged in thought, all made him seem to the soldiers a rather mysterious creature of a higher order. the very peculiarities that in the society he had previously lived in had been a source of embarrassment, if not of annoyancehis strength, his disdain for the comforts of life, his absent - mindedness, his good - naturehere among these men gave him the prestige almost of a hero. and pierre felt that their view of him brought its duties

    皮埃爾由於自己的語言知識,由於法國人對他表示的尊敬,由於他的耿直,由於他對別人向他提出的任何要求都是有求必應他每星期可以領到三個盧布的軍官津貼費由於他的氣他表演給士兵們看他用手把一根鐵針按棚子裏面的墻壁上,由於他對同伴們的態度是那和藹可親,由於他那種看起來什麼事情都不想和一動也不動的坐的本領,他在士兵們的心目中是一個神秘莫測的有高級本領的人物,正是由於這一些原故,正由於他的這些特性,他在以往他生活的那個上流社會中即使對他無害,也令他感到拘束,可是在這里,在這些人中間,他大無比他蔑視舒適安逸的生活他對一切都漫不經心他單純這一切使他獲得了近乎是一位英雄的地位。
  11. Erosion damage decreases rock load area, after defining damage variable, the damage stress in rock can be calculated by the method bring forward by lemaitre conveniently. for surrounding rock of a deep buried tunnel under the condition of drained, its seepage character is not only controlled by the high stress in rock, but also influenced by the development of erosion damage. in the whole course of rock " s deformation and failure, its seepage character decreases with the increment of stress in elastic stage, while " increases with the development of failure

    中全應?應變三軸滲透試驗過程中的典型表現為隨著應的增加,巖體內的空隙和裂紋受載閉合,滲透性降低,應達到一定閾西南交通大學鷹士研究生學位論文第11頁值后,巖體內部裂紋發生擴展和歸並,滲透性增強;同,地下水的動、作用對裂紋的擴展和歸並也起著促作用。
  12. After a short - term load forecasting method based analogous and linear extrapolation is proposed, the load forecast and the priority of equipment action are led into static reactive power optimization. the aim function is constructed for the practical situation of power system. on the basis of traditional genetic algorithm the fitness function and the holding of population diversity are improved

    在提出基於相似日和線性外推的短期負荷預測新方法的基礎上,將負荷預測和設備動作優先級引入態無功優化中,並結合電網實際情況,構造了實用的目標函數,對遺傳演算法的適應度函數和群體多性的保持行了改,採用鄰域搜索運算元增加遺傳演算法的局部尋優能
  13. Through the analysis and calculation the conclusion can be made that during the process of the timbering of excavation, the magnitude of soil stress decreases with the increase of the displacement on the base of the still earth pressure, and the earth pressure distribution varies from the triangular distribution of the still earth pressure to other distribution with the displacement of the timbering structure. the thesis introduces the bedding coefficient in the horizontal direction varying with the soil displacement from soil - structure interaction mode, therefore calculation can be made to get more rational calculation result using elastic foundation finite element method which is the same to timbering structure both upwards and under excavation surface

    通過分析計算可以得出,在基坑支護過程中,土壓的大小在止土壓值的基礎上隨支護結構向坑內側位移增大而減小;土壓的分佈由止土壓的三角形分佈隨支護結構位移變化成其它分佈;由土-結構共同作用模式引入隨土體位移變化的水平向基床系數,使支護結構在開挖面以上部分同以下部分一,均可採用彈性地基有限元法行計算,得出更為合理的計算結果。
  14. The static behavior of the new design was shown to be completely satisfactory by subsequent tests on a model thus modified.

    以後行的這修改後的模型試驗表明,新設計結構的性能是很好的。
  15. Based on qualitative analysis and comparison of several options for suppressing transverse vibration on deck type steel plate girder of railway bridge, conclusions are made as follows : with static reinforcing, the vibration amplitude can be suppressed to some extent, but quasi - resonance of the bridge can not be avoided, moreover, the construction is inconvenient and costly. with option of two bridge connection, the effectiveness of vibration suppression is clear ( the damping ratio approaches 50 % ) and it is fairly economic and easy, however, the quasi - resonance of the bridge can not be avoided either. with dynamic option ( mtmd option ), the quasi - resonance of the bridge can be effectively avoided ( the damping ratio is up to 51. 38 % as tested in field ), moreover, the construction cost is low, and the construction is simply and convenient

    通過對目前抑制鐵路上承式鋼板梁橋橫向振動的幾種方案行定性的分析和比較,認為:加固方案可以使橋梁振幅有所減小,但不能避免準共振現象的發生,而且工程造價較高,施工也不方便;兩橋連接方案減振效果明顯(減振率近50 % ) ,比較經濟也比較方便,但同不能避免準共振現象的發生;動減振方案( mtmd抑振方案)可以有效的抑制橋梁的準共振現象(現場試驗中減振率達51 . 83 % ) ,而且工程造價較低,施工簡單、方便。
  16. This article studies how to implement car - weighting dynamically in the situation that the sampling - time is short. the method on the base of pre - experiment knowledge is the kernel method in this article. firstly, studying the movernental and dynamical features that cars behave in the process of car - weighting - dynamically, and knowing that the vibrations are the main factors impacting the measure precision

    本文首先對稱重本體? ?汽車的運動狀態和動特性行了深入的分析與研究,並得出這一個結論:汽車的振動是影響動態稱重效果的關鍵因素,要想使態軸載比較準確的反映出來就必須根據振動產生的原因有效的減緩和消除振動。
  17. In order to find out the mechanism of the soil strength weakening during the period of thawing and the effective prevention measures, some adjustment was made on the traditional triaxial apparatus, together with special frozen soil samples preparation equipment, customized frozen soil samples thawing apparatus and external heat preservation facilities, a new apparatus for investigating the weakening characteristic of frozen soil was made successfully

    為探明路基土融化過程中的強度弱化機理,在此基礎上制定有效的凍害預防措施,對國產土工三軸儀行了一系列改造,並配以專用的凍土試制備設備、凍土試融化加熱設備和外部保溫設施,共同製成凍土解凍時的強度弱化試驗儀。
  18. By fitting 106 testing date of cast - in - place piles, the experiential formula between the e and c # as well as l / d ( ratio of length and diameter of pile ) and, the experiential formula c and base resistance qc / pa from cpt of pile surrounding soil are given. finally, we put some examples to testify this theory

    通過對51根打入樁的15組本數據的試樁資料行分析計算,建立了_ e與樁與樁側土的剛度比r之間的經驗公式; _ c與樁側土的觸探成果f _ s p _ a之間的經驗公式。
  19. So it can avoid risk of model and computer rightly the var of extreme event. this article presents the theory of extreme value and character of tail of distribution and gives the example of var with index of shanghai stock market by evt, then compares the var result of different computation methods and concludes that traditional var method is static state model and var with evt is dynamic conservative model and has the ability of forecasting risk out of sample comparing to historical simulation method

    本文系統地闡述了極值理論和極值分佈特徵,以上證指數為例,將極值理論應用於風險價值的計算,並將應用結果與傳統var方法計算的結果行了比較分析,最後得出結論:傳統的var計算模型是態的模型,應用極值理論計算var的模型是動態的、相對保守的模型;與歷史模擬法相比較,極值理論具有超越本的預測能
  20. With the self - developed finite element program, the soil - structure interactions and the seismic settlement of structures under earthquakes are studied, which led to several conclusions useful to seismic design in engineering practice. the preparation method of composite cemented clay samples is modified based on former researches

    本文在前人的基礎上改了水泥土復合試的制備方法,並且行了復合試三軸試驗,考慮不同置換率和圍壓的影響,得到了在有限元分析中所必需的duncan ? chang模型參數。
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