靜水壓面 的英文怎麼說

中文拼音 [jìngshuǐmiàn]
靜水壓面 英文
hydrostatic level
  • : 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
  • : 名詞1 (由兩個氫原子和一個氧原子結合而成的液體) water 2 (河流) river 3 (指江、河、湖、海、洋...
  • : 壓構詞成分。
  • : Ⅰ名詞1 (頭的前部; 臉) face 2 (物體的表面) surface; top 3 (外露的一層或正面) outside; the ri...
  • 水壓 : water gage; hydraulic pressure (用英寸高度表示的)水壓泵 hydraulic pump; 水壓鍛造 hydraulic forg...
  1. About the load, consider the vertical load, when under the action of water, consider the horizontal still water press, the press which erects to the surface of slide, and consider the effect of hydrodynamic load and earthquake. ( 3 ) the software about the frame design, apply the stiffening bar method and elastic foundation method to account the endogen

    對于荷載(或工況) ,考慮了外加垂直荷載;在有作用的情況下,考慮了力,垂直滑力(也叫浮托力) ;考慮動力的影響;同時也考慮了地震的影響。
  2. This method applies the extended strip theory to establish the nonlinear ship motion equations in regular head seas, obtains stable time course by resolving in time domain, and then pressure vectors will be available. the pressure includes static pressure, incident waves pressure, diffraction pressure, radiation pressure, and wave impact pressure, and changed with instantaneous draft of each intersection

    該方法應用擴展的切片理論建立迎浪規則波中船舶非線性運動方程,通過時域步進求解獲得船舶剛體運動的穩定時歷,進而給出與船體各橫剖瞬時吃相對應的力變化、入射波力、繞射力、輻射力和波浪沖擊力諸分量。
  3. Below the water table at static equilibrium, hydrostatic pressure potential increases with increasing depth.

    態平衡時,在以下,力隨深度而增加。
  4. 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上的初始溫度不連續,逐日的氣溫變化,混凝土的入倉溫度,化熱溫升,邊界保溫,庫蓄過程,澆築間歇以及灑養生等因素;應力場的計算考慮了混凝土的自重,力,溫度應力,常態混凝土與碾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。
  5. Test results indicated : with the hoist of altitude, the increase of ice amount and the rise of pollutant, the average flashover voltage reduced. the character exponent generally depends on the insulator profile, ice amount, ice state and pollution severity etc. by means of a high - speed camera, a data acquisition system and high voltage test facilities, a series of the flashover processes on ice surfaces were record. the experimental results form this study and the subsequent theoretical analyses suggested : the thermal ionization of the air in front of an arc root resulted in arc movement ; the electrostatic force had an auxiliary effect of impelling arc propagation ; the electrical

    通過對攝像機、數據採集系統及高試驗裝置記錄覆冰絕緣子表閃絡電弧的發展過程的試驗結果進行理論分析得出:弧根周圍空氣的熱電離導致了電弧的發展,電場力對電弧的發展起到了加速作用,電擊穿僅發生在閃絡最終的跳躍階段;通過測量閃絡過程中的放電電、泄漏電流、閃絡時間、覆冰電導率、電弧長度及電弧半徑等參數,得到了不同階段電弧(電弧起弧階段、電弧發展階段及完全閃絡)的發展速度、臨界電弧長度均隨覆冰電導率的增加而減小。
  6. There is difference frequency measurement requirement for every part of pid regulating, difference between dynamic quality and static quality in response time and accuracy. according to these, it use the interrupt functions and high - speed counter of the simens s7 - 200 plc cpu226 basic unit and some peripheral circuit to measure frequency ; in software designed, the procedure frame of hydraulic - turbine governor and disperse process of parallel pid are analyzed, an improved pid algorithm is adopted to realize a pid regulation mode with variable structure and parameters ; the mechanical liquid - pressure system of the hydraulic - turbine governor is with electric - hydraulic converter unit of step motor. according to the drive character of five phase of response step motor, a variable frequency regulated voltage driver unit is designed in order to realize interface between plc and driver of step motor

    本文利用s7 - 200plc自身的特點設計了頻率測量單元,根據pid調節各個環節的特點,以及調速器動態特性、態特性對頻率測量的實時性和精度要求的不同,利用s7 - 200plc基本單元中內置的高速計數器以及相應的外圍放大整形、分頻電路,實現了輪發電機組頻率的測量;在軟體上,對微機調速器的整個程序框架、並聯pid的離散化過程進行了分析,選用改進的pid演算法實現了變參數、變結構的pid調節模式;調速器的機械液隨動系統具有步進電機電液轉換元件,採用五相反應式步進電機,根據其驅動特性設計了變頻調驅動器,實現plc與步進電機驅動器之間數字介
  7. Non linear static & dynamic finite element procedure is adopted for the true emulation of the four typical geologic profiles of the dam, and imitates to compute the each stage deformation and stress distribution from the dam fill to full water run and during the 7 degree seismic intensity, the article also imitates to compute the response to earthquake force, the excess vibration pore water pressure distribution and permanent deformation, predicting the occurrence possibility of the crac ^ plastic zone and earthquake liquefaction

    採用非線性、動力有限元分析程序對圍壩的4個典型剖進行了、動力模擬模擬,模擬計算了壩體自填築至蓄運行和發生7地震各階段壩體及壩基的變形以及應力分佈,地震應力響應和地震引起的超振動孔隙力分佈以及永久變形。判斷了壩體和壩基中出現裂縫、塑性區以及地震液化的可能性。
  8. Based on comparison of several technical schemes, the method of sand bedding pre - elevating and step water - filling pre - compressing is adopted. so the dissertation is consist of two parts : ( 1 ) the applicability study for the method of sand bedding pre - elevating and step water - filling pre - compressing, including numerical analyses for the thickness of sand bedding, the consolidation, settlement and stability of foundation, drainage, possibility of foundation liquefaction under seismic loading, et al. ( 2 ) monitoring at construction stage and checking the effect of foundation treatment, including the measurements of the settlement velocity and non - uniform settlement of ring beam under the tank, pore pressures and horizontal displacements in foundation, the pressure distribution at the bottom of oil tank and the strength increase of soils

    通過多種技術方案比較,最終選擇了技術先進的砂墊層預抬高分級充法,論文工作主要由以下兩部分組成: ( 1 )砂墊層預抬高分級充法的適用性研究,其中包括砂墊層厚度、地基沉降與固結度、地基穩定性、降、地震作用下砂土液化的可能性等方的計算分析; ( 2 )施工監測與地基處理效果檢驗,其中包括油罐環梁基礎沉降速率與不均勻沉降程度、各分級充加載階段地基超與深層平位移、油罐底板力分佈及地基土強度增長等方的實測與數據分析。
  9. According to some hypothesis about tool surface, the relationship among the friction, roughness and hydrostatic stress was derived, and the limited hydrostatic stress was got when the sticky friction takes place

    同時,根據對工具表的某些假設,推導了摩擦應力與粗糙度和應力等之間的關系,並求出了發生粘著摩擦所需的應力。
  10. Through analyzing bed ' s response to wave, in the condition that super - stratum is more hard and second - stratum is more soft in region of interest, super static interstitial hydraulic pressure amplitude die away rapidly between stratums, before in sight of boundary between hard and soft stratum, plane effective pressure increase to max. shear stress reach peak value when bed thickness is approximately 2. 7 meters, then it will decrease to the minimum on the place where the flexible soil has a common boundary with the rigidity, so the boundary is the most destroy plane on engineering. on the basis of reconnaissance in situ, in normal situation of sea, the structure slides to the basin along the boundary

    通過對底床在波浪下的響應分析,對于研究區底床上層較硬而第二層較軟的情況,超孔隙力幅值在層間交界處迅速衰減,在臨近硬、軟地層交界處前,平有效應力增至最大,剪切應力在底床厚度大約2 . 7米左右達到峰值,然後減小,到硬、軟層土交界位置,達到最小,因此這個界就是最容易發生破壞的工程軟弱,現場勘查證明,即使在正常海況下,構築物也會沿坡以此交界為滑動,緩慢向「盆」底滑動。
  11. 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,土力的大小在止土力值的基礎上隨支護結構向坑內側位移增大而減小;土力的分佈由止土力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平向基床系數,使支護結構在開挖以上部分同以下部分一樣,均可採用彈性地基有限元法進行計算,得出更為合理的計算結果。
  12. Based on the experimental results for different wave height, wave period and the relative clearance of underside of the wharf deck, the properties of wave impact pressure on wharf deck are studied. the distribution of impact pressure along the underside of the deck model is analyzed. the influence of different incident wave parameters, structure dimension and relative clearance s / h1 / 3 on the impact pressure is discussed

    通過對不同波浪參數、結構物尺度、結構物與的距離等情形的試驗結果的比較分析,研究隨機波浪對不同接岸型式碼頭板的沖擊力特性,分析波浪沖擊力沿碼頭板底的分佈規律,討論入射波要素、結構物尺度、結構物相對凈空等要素對碼頭板底所受的沖擊力的影響規律,給出便於工程應用的計算波浪沖擊力的經驗公式。
  13. By using the constitutive model, we can establish the creep and consolidation model, the variation trend of super pore water pressure and the development of viscoelastic settlement and viscoplastic settlement. at last forecasting the long term creep settlement in the metallurgy industrial estate at the backward position of haihe river in tianjin

    並利用此本構關系建立蠕變與固結模型,計算出土層在大積填土作用下超力發展趨勢,同時得出其粘彈性、粘塑性沉降發展趨勢,最後對冶金工業區軟土長期蠕變沉降作出預測。
  14. Elastic - plastic analysis for soil around anchor jacked pile in this paper, the course of penetration is regarded as expansion of cylindrical cavity in infinite soil mass. combining with the knowledge of elastic mechanics and plastic mechanics, we can make analysis for soil around pile. finally, we can educe the cylindrical cavity pressure, radius of plastic zone, radical displacement in elastic zone, excess pore water pressure in soil around pile and spherical cavity pressure at the end of pile

    錨桿樁樁周土體的彈塑性分析該部分是文章的主要工作所在,本文把樁過程樁周土體的本構關系看作是的平應變小孔擴張問題,利用小孔擴張原理,結合彈性力學以及塑性力學的知識,對樁後土體的性狀作出分析,得出樁對土的擠擴作用力、樁周土體塑性半徑、彈性區的位移,樁完成瞬時樁周土體彈性區和塑性區的超孔隙力以及樁端球形孔擴張的擴張力。
  15. Surface active agents - textile auxiliaries - method for determination of water repellency of waterproofing agents - hydrostatic pressure test

    活性劑紡織助劑防劑防力測定法測試法
  16. Through the static and standard traffic cyclic loads, the responses of the pavement and subgrade have been attained. the studies on these responses such as elastic deformations, accumulative settlements and stress have been made under the changed characters of subgrade, such as moisture content, relative compaction of subgrade. the results of the experiments show that superfluous moisture content increases the vertical stress and the settlements of the construction under the similar relative compaction

    通過力加載和模擬路承受的豎向交通荷載的重復加載試驗,研究了路路基結構在雙輪車輛荷載作用下的動態響應,分析了路路基結構在浸狀態(土層含量增加)和實密度降低等不利因數的影響下,路路基各結構層的動力學響應特性,如彈性變形、累積下沉、土應力等的變化規律。
  17. To solve this problem, the model of steady state water line in rock crack during the rain is built in cha5. the author applies correlative seepage theories on this model to found the calculate method. then the practicality formula of hydrostatic pressure in dangerous rock is supplied

    針對危巖力計算嚴重偏於保守的情況,作用方,本文通過建立降雨過程中的巖體裂隙積穩態滲流模型,運用滲流的相關定理建立穩態位的計算方法,進而提出力的實用計算公式。
  18. Standard test method for water penetration of exterior metal roof panel systems by uniform static air pressure difference

    採用均勻態空氣差分析外部金屬屋板系統防漏性能的標準試驗方法
  19. Different from cyclic loading acted on onshore foundation, the wave pressure plays double roles as : the surface loading imposed on the mudline and the boundary condition of excess pore pressure

    與常規陸上荷載不同,波力不僅是外加的循環表力,而且是海床表的超孔隙力邊界條件。
  20. The process of penetration is regarded as expansion of cylindrical cavity in infinite soil mass. combining with the knowledge of elastic mechanics and plastic mechanics, we may make analysis for soil around pile. and we may deduce the cylindrical cavity pressure, radius of plastic zone, radical displacement in elastic zone, and excess pore water pressure in soil around pile and spherical cavity pressure at the end of pile

    本文闡述了樁土共同作用理論原理,對坑式樁的樁周土體作彈塑性分析,把樁過程中樁周土體的本構關系看作是的平應變小孔擴張問題,利用小孔擴張原理,結合彈性力學以及塑性力學的知識,對樁後土體的性狀進行分析,得出樁對土的擠擴作用力、樁周土體塑性半徑、彈性區的位移,以及樁端球形孔擴張的擴張力。
分享友人