自重應力 的英文怎麼說

中文拼音 [zìzhòngyīnglì]
自重應力 英文
geostatic stress
  • 自 : Ⅰ代詞（自己） self; oneself; one s own Ⅱ副詞（自然;當然） certainly; of course; naturally; willin...
  • 重 : 重Ⅰ名詞（重量; 分量） weight Ⅱ動詞（重視） lay [place put] stress on; place value upon; attach im...
  • 應 : 應動詞1 （回答） answer; respond to; echo 2 （滿足要求） comply with; grant 3 （順應; 適應） suit...
  • 力 : 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...
  • 自重 : 1 （注意自己的言行） conduct oneself with dignity; be self possessed; be self dignified2 （本身的...
  1. Hyperbola model of mgo - mixed concrete ' s autogeny deformation, especially deduce of the model ' s parameter and building process of the model are analyzed in detail. ( 2 ) calculating method of autogeny deformation and creep are discussed. based on these, timely - simulation theory of dam body ' s temperature field stress field and pre - process back - process method are mainly studied

    （ 2 ）對mgo混凝土的自生體積變形及徐變變形的計算方法進行了探討，在此基礎上，重點研究了壩體溫度場和應力場實時模擬的原理以及前後處理方法。
  2. Being good at the accountancy manages, applying the electronics form of the word / excel masterly, acting towards people sincere, zeal, communicate an ability very strong, the ability is diligent, having strong sense of esponsibility with respect - work spirit, working dispassion, there is plan, orderly, energetic, attitude aggressive, naturally optimistic, self - confidence, be good at getting along with others, be good at study, self - educated ability and english to express an ability very strong, have a good organizational skill, the temperament is steady heavy, pick up person to need a thing etc. the aspect generous in proper form

    善於會計管理，熟練應用word / excel電子表格，待人誠懇，熱誠，溝通能力極強，能吃苦耐勞，具有強烈的責任感和敬業精神，做事冷靜，有計劃，有條理，精力充沛，態度積極，天生樂觀，自信，善於與他人相處，善於學習，自學能力和英語表達能力極強，具有良好的組織能力，性情穩重，接人待物等方面大方得體
  3. Being good at the accountancy manages, applying the electronics form of the word / excel masterly, acting towards people sincere, zeal, communicate an ability very strong, the ability is diligent, having strong sense of responsibility with respect - work spirit, working dispassion, there is plan, orderly, energetic, attitude aggressive, naturally optimistic, self - confidence, be good at getting along with others, be good at study, self - educated ability and english to express an ability very strong, have a good organizational skill, the temperament is steady heavy, pick up person to need a thing etc. the aspect generous in proper form

    主要從事會計，管理工作，熟練應用word / excel電子表格，待人誠懇，熱誠，溝通能力極強，能吃苦耐勞，具有強烈的責任感和敬業精神，做事冷靜，有計劃，有條理，精力充沛，態度積極，天生樂觀，自信，善於與他人相處，善於學習，自學能力和英語表達能力極強，具有良好的組織能力，性情穩重，接人待物等方面大方得體。
  4. An ensample that had been made use of the fact was used to validate the finite element method. the important of optimization was showed through material optimization based on full stress

    通過滿應力的局部材料優化，明顯減輕了材料的自重，為設計提供了依據，降低了造價。
  5. It is concluded that the average degree of radial consolidation for a given soil layer increases with its buried depth since the geostatic pressure increases with the lattar

    結果表明，因自重應力隨深度增加，土層徑向排水平均固結度隨其埋深而增大。
  6. The treatment for simplity that the mean value of the geostatic pressure is adopted could result in a smaller computed value of settlement but a larger one of average radial consolidation degree than the actual

    如把整個厚度范圍內自重應力取為平均值，將使計算的沉降量偏小，徑向平均固結度偏大。
  7. In order to considering the affections of the adjacent zone out of the girdler section, the internal - forces of two end surface which were obtained by the horizontal shaft system analysis are exerted on each model respectively. moreover, the weight, cable force and prestressing forces including girder longitudinal, diaphragm transverse and inclined web vertical directions are considered

    考慮到梁段以外附近區域的作用，在其兩端面上施加了由平面桿系結構分析所得的端面內力，另外，索力和預加力（梁縱向、橫隔梁橫向、斜腹板豎向）也施加在相應的位置，分析了箱形主梁在自重、索力和預應力作用下的空間應力效應。
  8. Basing on this, the paper researches the mechanism of floor heave, and analyzes the effects of gravity stress, tectonic stress, the strength of surrounding rock, terrestrial heat and imbibition water on floor heave

    在此基礎上，研究深部開采條件下巷道底鼓發生的機理，並對自重應力、構造應力、圍巖強度、地溫、水對底鼓的影響進行了分析。
  9. The thesis analyzes the effect of the increase of mining depth on the floor heave, discusses the laws that gravity stress, tectonic stress, the strength of surrounding rock, terrestrial heat and imbibition water change with the increase of mining depth

    分析了采深對巷道底鼓的影響，以及自重應力、構造應力、圍巖強度、地溫、水隨開采深度變化的規律。
  10. Considering the characters of bp neural network, such as the simple structure, the advisable malleability, self - fitness, self - studying, nonlinear function approximating, the considerable abilities of parallel computing, fault - tolerant and so on, the bp algorithm have been extensively applied to the areas of system modeling, pattern recognition and seismic exploration since 1986. compared with other algorithms, as the above reasons, the bp algorithm has become the most usual and efficient solutions to the artificial neural networks

    由於人工神經網路中的bp神經網路結構簡單，可塑性強，具有良好的自適應、自學習、極強的非線性逼近、大規模并行處理和容錯能力等特點，自1986年rumelhart等人提出以來，被廣泛應用於系統建模、模式識別、地震勘探等重要領域。而bp演算法數學意義明確，步驟分明，是神經網路中最為常用、最有效、最活躍的一種方法。
  11. The key characteristic of msr robots is their ability to change configuration automatically, enabling them to adapt their shape to suit multiple, changing tasks

    模塊化自重構機器人最關鍵的特點是它有自動改變自身構型的能力，以使它們的構形適應不同的任務和環境。
  12. This paper establishes a model simulating dam actual placing process and considering the non - continuity of initial temperature on the boundary of new and old concrete, daily air temperature change, concrete - placing temperature, hydration heat, heat insulation on boundary, water - storing process, placing intermission and curing with water. the calculation of stress field considers the concrete weight, static water pressure, thermal stress, different autogenous volume change between rcc and normal concrete, change of elastic modulus of concrete with age and creep action

    考慮了乞今最為全面的初始條件和邊界條件，包括模擬壩體的實際升程過程，考慮了新老混凝土接觸面上的初始溫度不連續，逐日的氣溫變化，混凝土的入倉溫度，水化熱溫升，邊界保溫，水庫蓄水過程，澆築間歇以及灑水養生等因素；應力場的計算考慮了混凝土的自重，靜水壓力，溫度應力，常態混凝土與碾壓混凝土不同的自生體積變形，混凝土的彈性模量隨齡期的變化以及徐變的作用。
  13. ( 3 ) by choosing core faultage of axial site in luohu fracture zone i. e. geological cross section in huangbeiling faultage f8 as geological model and utilizing finite element numerical method, change tendency of huangbeiling faultage f8 under self - weight stress and building loads is stimulated. and long - term development trend of fracture zone is also predicted, which has an important guiding meaning for works of geological disaster prevention in district of luohu jiancheng

    （ 3 ）選取羅湖斷裂帶軸部的核心斷層?黃貝嶺f8斷層地質剖面作為地質模型，利用有限元數值方法模擬了黃貝嶺f8斷層在自重應力和建築物荷載共同作用下的變化趨勢，預計出斷層帶的長期發展趨勢，這對羅湖建成區的地質災害防止工作有重要的指導意義。
  14. However, it is too expensive in investment, complex in experimental techniques, difficult and dangerous in performance. in this paper to overcome these drawbacks, the similarity relations together with a new method and its principle of experiment have been developed based on the model theory of structural similarity. according to this principle, the total stress ; an be obtained as a sum of the stresses due to weight and external loading, which based on only one model experiment without any gravitational loading

    最後，針對外載與自重共同作用下，傳統光彈性分析法中採用離心力場模擬重力場獲得自重應力的試驗投資耗費大、技術復雜且難度大和不安全等嚴重缺點，按照結構相似的模型理論，本文提出模型外載與自重並存變動外載的光彈性分析法，導出處理這個問題具體的相似律和試驗原理及方法，進行了典型實驗驗證，指出僅用外載作用的模型試驗，即不用離心力場模擬重力場的模擬試驗，就可以獲得上述兩種載荷共同作用下的應力分析結果。
  15. Depending on how the ground surface is denuded, the feature of the current crustal stress field and rock stress environment can be calculated analyzing the result in this paper : by analyzing the recovering feature of the elastic deformation of the rockmass in unload - stage under various pressures, it has been found there is close relationship between the recovering degree of the elastic deformation of the rockmass and the unloading degree of the pressure the direction of the major principal stress in the crustal stress field is not consistent with the direction of the crushing stress regional tectonics borne during the last tectonic movement. the evolving degree of the regional geomorphology evidently affects the current crustal stress field, which changes from the self - weight stress field to the horizontal stress field, with the changing of the eroding degree of the regional geomorphology ranging from valley area to hilly country to flat country. in valley area, where there is two stress belts, the bankslope s tress belt and the self - weight stress belt within the mountain. the direction of the major principal stress is nearly parallel to the ground surface and inclines towards the valley in the bankslope stress belt. it is nearly vertical in the self - weight stress belt

    通過本文的研究成果，根據區域性地貌的演化特徵，我們可以大致地對現今地應力場進行判斷：在分級卸荷條件下，巖體中彈性變形的恢復具有明顯的規律性，這種規律對于研究地應力場的演變是有幫助的；地應力場中最大主應力方向與區域構造形跡在最近的構造運動中所受區域性擠壓應力的方向無明顯的對應性；區域性地貌形態的演化程度對現今地應力場的特徵具明顯的影響，隨著區域性地貌侵蝕程度由峽谷區、丘陵區、平原區的變化，現今地應力場特徵由自重應力場、水平應力場為主含少量自重應力場特徵向水平應力場的規律變化；在峽谷區，山體中具有兩個應力帶：自重應力帶和卸荷應力帶，最大主應力方向在卸荷應力帶中近平行於坡面並傾向于河谷、在自重應力帶中近於直立；根據原始地面遭剝蝕的程度，可以大致地估算最大主應力和中間主應力的量值和方向；在丘陵區和平原區，最大主應力的方向近於水平，並與附近區域性侵蝕盆地和河流的展布方向基本平行，根據原始地面遭剝蝕的程度，可以大致估算其最大主應力的量值；根據區域性地貌形態的特徵來分析工程區的現今地應力場特徵，並進而大致了解巖石的應力環境，這種分析方法得出的結論與許多實際的地應力測試成果基本一致，對于大型水電工程地下廠房和壓力隧洞的設計是有所幫助的。
  16. The evolving degree of the regional geomorphology evidently affects on the features of the current crustal stress field. so the crustal stress fields change from the self - weight stress field to the horizontal stress field with the changing of the eroding degree of the regional geomorphology from valley area to hilly country to flat country

    然而，區域性地貌的演化特徵對現今地應力場具明顯的控制性，當區域性地貌特徵從高山峽谷區向低山丘陵區和平原殘丘區轉變時，現今地應力場的特徵也從自重應力場向水平應力場轉變。
  17. If self - weight stress is assumed to be uniform, the settlement will increase with the increase of the value of ratio cc / ck, or the level of loading, or the thickness of soil

    當假定自重應力為常數時， c _ c c _ k值、荷載和土層厚度的增加都會使沉降加大。
  18. In the last part of the thesis a study of engineering effect about the complicated rock mass was done base on a numerical simulation and the engineering geological condition in the dam site. numerical simulation result reflect several disciplinarian of stress - distortion action in the right bank slope. firstly, today ' s right bank stress field mainly is grave stress field

    在上述研究工作的基礎上，通過對右岸巖體應力?形變作用的有限元數值模擬分析，表明：右岸壩基巖體的現今應力場主要是在自重應力場的基礎上，河谷下切應力、分異的應力場。
  19. Based on the new model, the influences caused by soil structure, apparent preconsolidation pressure, the re - compression index, the coefficient of secondary compression, the magnitude of loading, the coefficient of permeability, the rate of loading, the thickness of clay, the self - weight, the layered property etc, in the process consolidation of soil with structure, are analyzed in detail. the difference between the present model and yin & graham model was also given

    基於本文新建模型，分析論述土結構性、表觀前期固結壓力、再壓縮系數、次固結系數、荷載增量大小、滲透系數、加荷速率、固結層厚度、自重應力隨深度變化和土體成層性等對土固結的影響，比較本文模型與yin & graham模型的異同，闡述土結構性和流變性對軟土固結壓縮行為的影響。
  20. By comparing the original stress, the stress after excavation and the reset stress, we may conclude how to remold the stress in the slope in excavation project. cooperating with expansive anchors, the stress remolding method can increase the anti - slide capacity of slope soils

    對原狀土體、開挖后的土體以及進行應力重塑后的土體內部的應力進行比較，得出開挖過程的應力損失並進行相應大小的應力補償以達到應力重塑的目的，使邊坡中的土體相當于在自重應力作用下進行工作。
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