隧道模型 的英文怎麼說

中文拼音 [suìdàoxíng]
隧道模型 英文
tu el model
  • : Ⅰ名詞1. (隧道; 地道) tunnel; underground pass2. [書面語] (道路) road3. (郊外的地方) suburbsⅡ動詞[書面語] (旋轉) turn
  • : Ⅰ名詞(道路) road; way; route; path 2 (水流通過的途徑) channel; course 3 (方向; 方法; 道理) ...
  • : 模名詞1. (模子) mould; pattern; matrix 2. (姓氏) a surname
  • 隧道 : tunnel; tunneling; tunnelling; chunnel; drive
  • 模型 : 1 (仿製實物) model; pattern 2 (制砂型的工具) mould; pattern3 (模子) model set; mould patter...
  1. And then the features of the tunnel deformation failure in various rocks are discussed by the breakdown test on single - arch model

    進而對單拱進行了破壞試驗,探討了不同圍巖的變形破壞特點。
  2. The cusp catastrphic model for destabilization of deep tunnels

    深部失穩的尖點災變
  3. Those research results will be applied on some important civil engineering such as china national high level radioactive waste deposal, energy storage project, the deep exploitation of petroleum and gas, and the construction of the exceed deep and exceed long tunnel of “ south to north of water ” project

    開展大材料擬試驗技術、節理巖體三場耦合理論和關鍵試驗技術的研究,為國家高放廢物處置、能源戰略儲存、石油深層開采、南水北調西線超深超長營建等重大工程服務。
  4. Strip - shape underground structures such as the tunnels and tubes for various uses can be treated as a beam on elastic foundation under earthquake condition , although there exists soil - structure interaction , the foundation soil vibration is dominant in other words , analysis of earthquake response of the soil is essential to this end , simplified models , ( i. e equivalent mass system models based on some equivalence criteria ) are proposed , instead of a general 3 - d continuum model in this study , equivalence criteria are proposed and the simplified models are compared the single - mass - string model is proved to be valid and therefore applied to the analysis of earthquake response of the pearl river immersed tunnel

    條裝地下結構如、各種埋設管等一般可看作彈性地基梁進行靜力及動力分析在地震條件下,結構與土相互作用,但土的振動成為主要因素為分析土的地震響應需把基土這一三維連續體作簡化處理,簡化成為等效多質點本文著重探討這種簡化的建立方法,推導等效方程,通過幾種簡化體系的分析比較,論證單質點串體系的合理性,並將其應用到廣州黃沙芳村珠江水下工程的地震響應分析,為抗震設計提供依據
  5. Platy fractal zone model of surrounding rock of deep tunnel in deposit rock - mass stratum

    沉積巖中深部圍巖層狀破壞
  6. Aiming at the present design fashion of domestic bigger tunnel, simulating a bigger tunnel with catholic characteristic, confirming the parameters of traffic inducement and controlling ( tunnel length, traffic, the selection and location of detection equipments, amount of roadway indicative lamp, etc ) on the base of the analog tunnel, discussing the controlling and revulsive mode of tunnel. briefly discussing the constitution of tunnel surveillance and controlling system and the executive means of traffic controlling and inducement subsystem and network structure of tunnel controlling system. finally discussing the conformation of emulational tunnel ' s database and detailed executive program by programming the computer emulation of controlling induce subsystem

    論文圍繞「交通誘導與控制」這一中心展開,探討長大交通誘導與控制設備及其控制誘導方式;結合國內外對交通流研究的成果,提出一套適合長大交通流特點的交通流;並針對目前國內長大的普遍設計方式,擬一個帶有普遍性特徵的長大,確定了關于交通誘導與控制方面的參數(長度、交通量、檢測設備的選取和位置、車指示燈的數目等) ;以此為基礎,進一步探討的具體控制與誘導方式;簡要探討監控系統的構成、交通控制與誘導子系統的實現方式,控制系統的網路架構;最後通過編程實現控制與誘導子系統的計算機擬,討論關于數據庫的構建,具體編程實現等。
  7. Finally we set up three - dimensional space model to simulate the space effect during tunnel construction, analyze the transaction between the left runnel and the right tunnel, and also analyze the deformation and stability of mid - partition

    最後建立了三維空間,對連拱開挖時的空間效應、左右洞的相互影響,以及中隔墻的變形和穩定性進行了擬分析。
  8. Through tunnel model test, the action law of external water load on secondary lining with a grouting loop is obtained

    根據隧道模型試驗理論,通過室內試驗得出了有注漿堵水圈的襯砌結構外水荷載的作用規律。
  9. Pass through mechanical model calculate, discover the vault and arch foot part in the tunnel secondary lining thickness is weakness part, so at the design and construction must strengthen these part

    通過力學計算,結構在拱腳與仰拱交接處以及拱頂部位為二次襯砌混凝土結構的薄弱部位,設計和施工時應著重加強。
  10. By far, microsoft ’ s teredo is the only tunnel mechanism that supports nat users in a certain extent, but meanwhile has many limits such as not supporting symmetric nat, not being able to provide bidirectional ipv6 connections, having poor security, etc. silkroad exploits the client - server tunnel mode and makes use of the stateful characteristic of tunnel servers to resolve the teredo ’ s problems

    目前已有的機制中,只有微軟公司提出的teredo協議在一定程度上支持nat 。然而, teredo實際上不能為nat用戶提供雙向的端到端ipv6連接,不支持對稱類的nat ,並且存在安全隱患。 silkroad採用客戶端-服務器式的系統結構,利用服務器的有狀態特性,解決了teredo存在的問題。
  11. The temperature distribution on the high temperature side of an electric tunnel furnace is analysed and simulated on the basis of the principle of thermal radiation by the way of thb ( thermal heat balance ). the heated silicon carbon sticks are decomposed into innumerable tiny heating faces, which exchange the heat with the heated materials. a numerical model based on the radiation intensity law is constructed to calculate the energy absorbed by the heated materials and simulated by a computer. the results showed that the even distribution of temperature can be obtained by optimizing the arrangement of the silicon carbon sticks according to the calculation results to make the structure design more reasonable. these calculation results have been used in the practical designs and the expected objectives achieved

    利用熱輻射原理,採用熱平衡法對電熱窯的高溫恆溫區溫場進行了分析和擬.計算中將發熱棒分解為無數微元發熱面與燒結體進行熱交換,依據輻射強度定律,建立了燒結體接收能量的數學,並用計算機進行了擬計算.結果表明,依據擬結果來優化硅碳棒的排布,可使結構設計更加合理,進而可以獲得分佈均勻的恆溫區溫場.計算結果已在窯爐設計中應用,實踐效果良好
  12. What ’ s more, this paper takes the effect of crown wall rock and mid - board foundation reinforced parametric variation on tunnel structure stress and stability into account grounded on building typical section model of i wall - rock sector

    另外,本文還通過建立類圍巖地段斷面,分別考慮拱頂圍巖和中墻地基加固參數的變化對結構受力和穩定性的影響。
  13. Computational fluid dynamics ( cfd ) techniques are used to study and understand fluid behavior in tunnels. by simulating complex specific operational cases, we can educe velocity or flux distribution in tunnel under different ventilation and resistance situation and determine the favorable operational procedures of the erlang mountain tunnel ventilation in a fire case. comparison has been made between a simulation and experiment for some cases in order to prove the cfd model is powerful, so that enables the study of cases for which experimental data is not available

    採用本文將內的氣流看成是理想流體的一維恆定流動,通過對二郎山特長公路半橫向通風系統建立內的空氣動力學,利用計算機進行數值分析與計算,得出發生火災時,不同通風阻力條件下中的風速分佈及流量分佈,並通過實驗室隧道模型實驗進行驗證與修正,依據研究結果給出了二郎山半橫向通風的火災控制方案,從而解決了二郎山公路通風對火災的控制問題,同時為半橫向通風公路的火災通風提供科學的方法。
  14. The analysis of results is also valuable for designing, researching and operating of other semi - transient ventilating road vehicle tunnel

    5軟體對內氣流流動情況進行計算機擬與分析,並搭建了二郎山隧道模型,進行實驗研究。
  15. Use industry generalization configuration software kingv5. 0 developed the tunnel model ventilation test system, the highway tunnel ventilation simulated test model has been imitation test analysised

    論文還利用工業通用化組態軟體kingv5 . 0開發了隧道模型通風測試系統,對長大公路通風擬試驗進行了擬測試分析。
  16. An abstract model of secure subnet is put forward based on channel model of vpn and secure subnet model of enterprise in charpter three. and double - way authentication access control mechanism of secure subnet is analyzed in detail in charpte four

    首先以「虛擬專用網路」 ( vpn )隧道模型和企業級安全子網結構為基礎,提出安全子網的抽象,然後詳細討論了安全子網的雙向認證訪問控制機制。
  17. For the construction of single - arch tunnel within cracked surrounding rocks, 8 tunnel models are set up to study the effect of the earth pressure distribution of the various surrounding rocks due to excavation. the relationships between the loosen zone of tunnel radial earth pressure and the tunnel diameter, the characteristics of surrounding rocks and the exposed time are revealed. it is showed that the pressure loosen radius is 1. 2 ~ 2. 0 tunnel diameters and the strongly loosen radius drops to 0. 5 ~ 1. 0 one for double lane tunnel

    對于單拱破碎圍巖的構築問題,作者設置了8個隧道模型,研究開挖對不同圍巖壓力分佈的影響,揭示了洞周徑向壓力的鬆弛范圍與洞徑、圍巖特性、裸露時間的關系,得到雙車壓力鬆弛半徑為1 . 2 2 . 0倍洞徑,強烈鬆弛區半徑為0 . 5 1 . 0倍洞徑。
  18. Through simulating model tests of shield tunnel passing through the yellew river in the diversion project from south to north china, a systematic analysis on the primary factors affecting joint stiffness, including arrangement of joint bolt, thickness of annular packing of bolt, behavior and thickness of cushion material between two tube plates, magnitude of prestressing force of joint bolt and different stressed states at tube plate joint etc., are performed. the study results may provide reference for tube plate design of shield tunnel

    通過南水北調穿黃盾構試驗,對影響接頭剛度的主要因素即連接螺栓的布置、螺栓墊圈的厚度、管片與管片之間墊層材料的性能和厚度、連接螺栓的預緊力的大小及管片接頭不同的受力狀態進行了系統的分析,為盾構管片設計提供了參考。
  19. Abstract : through simulating model tests of shield tunnel passing through the yellew river in the diversion project from south to north china, a systematic analysis on the primary factors affecting joint stiffness, including arrangement of joint bolt, thickness of annular packing of bolt, behavior and thickness of cushion material between two tube plates, magnitude of prestressing force of joint bolt and different stressed states at tube plate joint etc., are performed. the study results may provide reference for tube plate design of shield tunnel

    文摘:通過南水北調穿黃盾構試驗,對影響接頭剛度的主要因素即連接螺栓的布置、螺栓墊圈的厚度、管片與管片之間墊層材料的性能和厚度、連接螺栓的預緊力的大小及管片接頭不同的受力狀態進行了系統的分析,為盾構管片設計提供了參考。
  20. Besides, typical section model of wall - rock sector is built together with considering four different kinds of excavation in order to carry out the plane numerical simulation research of construction mechanics

    並通過建立類圍巖地段斷面,分別考慮四種不同的開挖方式,進行施工力學平面數值擬研究。
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