朗肯 的英文怎麼說

中文拼音 [lǎngkěn]
朗肯 英文
rankine's earth pressure theory
  • 朗 : Ⅰ形容詞1. （光線充足; 明亮） light; bright 2. （聲音清晰響亮） clear and loud Ⅱ名詞（姓氏） a surname
  • 肯 : Ⅰ動詞1 （同意） agree; consent:首肯 nod assent;我勸說了半天 他才肯了。he did not agree until i ha...
  1. " the duplicity of events are amassing " - franz beckenbauer on hamburg ' s problems

    「一連串不光彩的事情趕到一起了。 」 -弗朗茨?貝肯鮑爾談漢堡的問題。
  2. Toda we went hikin 857083384 in steiermark again. theo mntain br ? uningzinken is not steep, it has easy and short route, and just onlyh 2. 5 hours can finis wjs h hiking

    天我們又去施泰爾馬克州? s山。這座布朗寧秦肯山一點也不陡峭，路段也很簡短，只需二個半小時就可以-走完全程。
  3. Soon brown himself came back for consultation and received the usual rapid-fire kennedy interrogation.

    不久，布朗本人回國述職，受到肯尼迪慣常用的連珠炮般的詢問。
  4. Together with sallie, julia and uncle jervis, judy led a happy life in high school. on the celebration party of the 50th anniversary of lincoln memorial high school, judy made acquaintance with jimmie mcbride who had affection towards her

    在林肯紀念女子學院創立50周年舉辦的宴會上，茱迪認識了莎蓮的哥哥，佔美很喜歡茱迪的開朗純真，但是茱莉亞也情不自禁愛上佔美。
  5. He has less money on hand than even the maverick texan libertarian ron paul, and has been forced to lay off dozens of his staff of 120

    這使得麥肯恩的金庫水位比獨立參選人- - -德克薩斯州無黨派人士朗保羅還低，也迫使他對其120人的競選參謀軍大舉裁員。
  6. But ken katzman, an iran analyst at the nonpartisan congressional research service, says the united states is clearly letting britain take the lead on the seizure of their service members

    但是無黨派國會研究機構的伊朗分析家肯?凱茲曼認為，美國顯然讓英國自己解救被關押的水兵。
  7. Performance analysis for a combined carnot and rankine heat engine cycle with heat resistance, heat leakage and supplemental combustion

    熱漏和補燃的卡諾和朗肯聯合熱機循環性能分析
  8. This general form leads to the unification of coulomb ' s earth pressure theory and rankine ' s earth pressure theory, and makes the classical earth pressure theory to consummate, and enables the computation for retaining wall ' s engineering design to be more convenient

    一般形式的提出，使朗肯土壓力理論和庫倫土壓力走向統一，使經典土壓力理論得以完善，使擋土墻工程設計時的計算更加便捷。
  9. Now some universities and institutes of china have made some samples of the lunar rovers and theirs wheels, but until now the wheel ’ s mechanical performance is seldom researched and tested. this paper will analyze the mechanical performance of the wheel and design a test - bed to test the performance of the lunar rover ’ s wheel. firstly, the mechanical characters of the soil are separated to press - sinkage character and shear character based on bekker ’ s theory, and common press - sinkage and shear models are introduced and the theory of lankine passive earth pressure is also introduced

    根據bekker半經驗法的基本思想，將土壤的力學特性分解為水平方向的剪切特性和豎直方向的承壓特性，闡述了地面力學中常見的土壤的承壓、剪切等力學模型，並引入了朗肯被動土壓力理論，為建立車輪在松軟土壤中前進和轉向的力學模型奠定了基礎，同時進行了實驗土壤的剪切實驗，測量了土壤的內聚力和內摩擦角等參數。
  10. As ron arkin, a roboticist at the georgia institute of technology in atlanta, puts it : “ if you kick a robotic dog, are you then more likely to kick a real one ? ”

    亞特蘭大喬治亞理工學院專家朗?阿肯的評價恰如其分： 「如果你會踢一隻機器狗，那麼你是不是更有可能踢一隻真狗呢？ 」
  11. Kobe bryant wipes sweat from his face during game 5 of the nba finals at the palace in auburn hills, mich

    在西部半決賽第六場湖人88 - 76取勝，科比在第四節面對馬刺隊從左依次布朗，鄧肯和霍里投籃。
  12. Researching on the technology if reverse order is to study strains if pits, structural systems if basement, environmental surwey and underpinnings. on account of emphasizing developing methods if checking strength if pick - ets, modemizing machenes of excavation and studying methods of underpinning is put forward and is a way if controlling the quality of pickets in sites, which leads an active effect ; synthetic application if rankintheory, spatial and time effect theory to excavation tl aanalyze the state of soil force and strain is brought forward and the time effect should be considered in the zone of clay, the formation and development of soil plasticity are analyzed and the most dangerous zone to decide how to excavate and where to begin is found ; analyzing the cause of picket settlement during reverse order and the differential settlement and discussing hlw to solute it. duringh the temporary survey and the environmental warship, bringing rorward the theory of environmental vibration and analyzing the state of soil force and probability of losing stabilization of soil under the effect of environmental vibration ; analyzing the state offeree in underground concrete wall by the method of mathematics and pointing out the place of the maximum force and deformation. based on systematic illustrating the reverse order, problems about application and development of reverse order and suggestions also are expressed

    鑒于國內外的研究把重點放在大力發展工程樁的實驗室承載力監測方法與設備、如何使土方開挖機械現代化及對周圍建築的臨測方法上，本文提出了現場利用聲波層析成像技術監測鋼砼樁內部質量的方法與程序，並得出了聲波層析成像技術是砼樁的動態質量檢測的有效手段，這對指導施有積極、現實意義；提出了綜合運用朗肯土壓力理論、基坑空間和時間效應影響理論來分析逆作法施工過程中基坑邊坡土體應力及應變的變化情況，指出粘土地區也應考慮時間效應，並且進一步分析了基坑邊坡土體的塑性區形成和發展，找出邊坡最不利的區域，以確定地下室土體的挖掘的方式和順序，指出憑主觀臆斷與經驗來施工是不可取的；在分析、經較逆作法與大開挖順作法的地下室結構體系受力情況及施工順序的不同，提出了節點處理技術；分析了逆作法施工期間樁的沉降變化原因及由此而產生的差異，並探討了解決的方法；本文還提出了環境振動對土體邊坡穩定產生影響的觀點，並分析了在環境振動影響下，土體的應力狀態及土休失穩破壞概率，並且還運用彈性力學知識和數學分析的方法定量地分析了地下混凝土墻受力狀態，指出了被監測墻體的最大應力、應變位置。
  13. A wine with succulent fruit flavours which are in good balance with the enhancing wood character

    伯朗肯特美露紅葡萄酒具有水果芳香，平衡性強，有木的特性。香味濃郁，回味無窮。
  14. The famous smp ( matsuoka - nakai ) strength criterion in the three - dimensional stress state is brought into the formulas of the rakine soil pressure and the new formulas is proposed in the three - dimensional stress state in this paper

    本文將著名的三維應力狀態下的smp （松崗?中井）強度準則應用到朗肯土壓力計算公式中去，推導了三維應力狀態下的朗肯土壓力計算公式。
  15. With the help of this program, this paper does research on the moved backwards of the slide surface, lengthening the anchor section, the soil nail ' s total force, gets conclusion about relations between the soil nail ' s length and the slope ' s grade, height, soil ' s mechanical parameter ; relations between soil nail ' s total force and coulomb soil pressure. with the help of the large multiuse finite element program ansys, this paper analyzes the soil nailing in one - step ' s slopes, in two - steps " slopes, puts the emphasis on the axis force ' s distributing along the soil nail at each rows, the effect of both the excavating mode and the original slope figure to the axis force of the soil nail, the one another effect between the upper - step slope and the nether - step slope in the soil nail ' s axis force, gets conclusion about the design of soil nail at the first low, different slope body is the same with different excavating mode, the original slope figure has more effect to some than others because of the slope body, the reasonably design of the step width in two - steps slopes, the two - steps excavating and retaining has more virtue than the one - step ' s. through soil pressure analysis this paper does research on the differences and the links between the coulomb soil pressure theory and the rankin ' s, the vertical pressure at the slope surface when the slope surface is inclined and the retaining wall is rough, the soil pressure ' s distributing behind the panel, gets conclusion about the effect of both the slope body inner stability and the slope surface local stability to the soil pressure

    通過分析比較，論證了對數螺旋線型比圓弧形作為邊坡的假設滑裂面具有較多的工程優點，並為此編制了一個採用極限平衡法分析土釘支護的fortran語言程序，以此作工具對滑裂面的后移、土釘錨固段的超長、土釘總力的大小等方面作了研究，得出了有關土釘的長度與邊坡的坡角、坡高、土體力學參數的關系、土釘總力與庫侖土壓力間的關系等結論；採用大型通用有限元數值分析程序ansys分別對採用土釘支護的一階邊坡、二階邊坡進行分析，重點是研究各排土釘的軸力分佈規律、開挖方式及原始邊坡形態對土釘的軸力的影響、上下階邊坡在土釘軸力方面的相互作用，得出了有關第一排土釘的設計問題、不同類型的土體應適用於特定的開挖方式、原始開挖出的邊坡形態對一些類型坡體的邊坡土釘支護有較大的影響而對另外一些影響不大、二階邊坡臺階寬度的合理確定、二階開挖及支護比一階時具有較多的工程優點等結論；通過土壓力分析對朗肯、庫侖兩種經典土壓力理論的區別與聯系、坡面傾斜及墻背有摩擦時的坡面豎向應力分佈、面板背土壓力的分佈形態作了研究，得出了邊坡支擋土壓力受坡體內部穩定與坡面局部穩定兩個方面的影響、土釘支護面板背土體中卸荷拱的存在對面板受力有利等結論。
  16. On this basis, regarding the rankine soil pressure theory as the prerequisite, the active earth pressure formula considering the deformation of braced structure has been set up. the calculation of active limit displacement in the formula has been researched, and proposes two methods ; all of which are applied to active soil pressure formula considering the deformation of braced structure. further, combine the project example, the active earth pressure formula considering the deformation of braced structure has been tested and confirmed its rationality

    本文介紹了基坑支護結構的形式、特點，以及目前工程中基坑的設計計算方法，分析了土壓力的計算在基坑工程設計計算中的重要性;通過實測的基坑主動土壓力與支護結構位移的分析得出基坑主動土壓力與位移之間存在密切關系，在此基礎上以朗肯土壓力理論為前提建立了考慮基坑支護結構位移的主動區土壓力公式;並對公式中的主動極限位移的計算做了研究，提出了主動極限位移的兩種計算方法;把這兩種方法都運用於考慮支護結構位移的主動土壓力計算公式，進而結合工程實例，對考慮支護結構位移的主動土壓力公式進行了驗證，驗證了公式的合理性。
  17. At the same time, based on the theory of rankine ' s earth pressure, several kinds of reasonable formulae about water and earth pressures are put forward. combined several practical foundation pit engineerings these equations are calculated according to the shear strength parameters of uu and cu test

    同時，文章以朗肯土壓力理論為基礎找出了水土壓力合算和分算的幾種合理的計算方法，並利用實際算例根據試驗所得的抗剪強度指標對這幾種土壓力計算方法進行了比較和分析。
  18. The rankine soil pressure theory is always accepted as the foundation of calculations of the soil pressure in practice. but as we know, the ignorance of the middle principal stress and the utility of mohr - coulomb strength criterion in the two - dimensional stress state make a blemish that the active soil pressure is bigger and the passive soil pressure is litter than the real

    朗肯土壓力計算公式一直是工程實際土壓力計算的理論基礎，但是朗肯土壓力計算公式在推導過程中忽略了中主應力的影響，仍然應用二維應力狀態下的莫爾?庫侖強度準則，致使計算出的主動土壓力偏大而被動土壓力偏小。
  19. Based on sufficient investigation of relative field at home and abroad, combined with actual state of engineering, aimed at the characteristics of low temperature waste heat power generation, under adequate consideration of economical efficiency, the thermodynamic system models on the base of rankine - cycle, which mainly consisted of evaporator, ehd condenser and steam turbine - generator group with r11 as working fluid, were constructed after comparing the current low temperature waste heat power generation systems

    文中在對國內外相關領域進行了充分調研的基礎上，結合工程實際狀況，針對低溫余熱發電特點，充分考慮經濟性的前提下，對現行的低溫余熱發電系統進行比較，選擇了以具有低沸點的r11為工質，由蒸發器、 ehd冷凝器、汽輪機-發電機組等主要部件組成的有機朗肯循環熱力系統模型。
  20. Based on the summary of the famous strength criterions or strength envelope models in last century, smp ( matsuoka - nakai ) strength criterion which is wildly used in soil mechanics is briefly introduced and then brought into the practical calculations in geotechnical engineering in this paper, namely this famous three - dimensional strength criterion is used to modify the classic rankine soil pressure theory and the formulas of the critical edge load and the critical load

    本文在綜述了上世紀一些著名的破壞準則和強度包線模型的基礎上，簡單介紹了在土力學中有廣泛應用的smp （松崗?中井）破壞準則，將這一著名的土體三維破壞準則應用於巖土工程實際計算（土壓力計算和地基承載力計算）中，即運用smp （松崗?中井）破壞準則修正了經典的朗肯土壓力計算公式和臨塑荷載、臨界荷載計算公式。
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