現場實例 的英文怎麼說

中文拼音 [xiànchǎngshílì]
現場實例 英文
field case
  • 現 : Ⅰ名詞1 （現在; 此刻） present; now; current; existing 2 （現款） cash; ready money Ⅱ副詞（臨時; ...
  • 場 : 場Ⅰ名詞1 （平坦的空地 多用來翻曬糧食 碾軋穀物） a level open space; threshing ground 2 [方言] （...
  • 實 : Ⅰ形容詞1 （內部完全填滿 沒有空隙） solid 2 （真實; 實在） true; real; honest Ⅱ名詞1 （實際; 事實...
  • 現場 : 1. （出事地點） scene 2. （工作地點） site; spot; on-site; work field
  1. Analyzed the present situation of china ' s apiculture production and trade. the method of constant market share ( cms ) analysis was adopted in analyzing the reason of chinese honey exportation growth in different periods. after analyzed the main problems in the development of china ' s apiculture and the effect of joining into wto, relevant countermeasures and suggestions were proposed

    第十章和第十一章簡要介紹了建國以來中國蜂業的發展歷程，實證分析了中國蜂業生產和蜂產品貿易的現狀，採用固定市場比例分析（ cms ）法分析了不同時期中國蜂蜜出口成長變化的原因，系統分析了中國蜂業生產與貿易存在的主要問題及加入wto對中國蜂業生產和蜂產品貿易的影響，提出了十大對策建議。
  2. Simultaneously, combine with his own work experience, the author gets an advanced detail and general design steps. and then illustrates an actual engineering which is designed with the article ’ s recommendatory method and steps. by combining with the test results, it is proved that the ground treatment result obtains the design requirement and the commendatory method is right, which is able to provide reference value to the engineering

    本文首先對加筋土的研究現狀做了詳細的介紹和分析，在此基礎之上，對加筋土地基設計方法做了一定的研究，對地基承載力力設計方法做了對比分析，選擇極限分析法作為本文的推薦方法，並結合作者自身的工作經驗，提出了加筋土地基詳細和全面的設計步驟，然後用一個加筋土地基實際工程為例，採用本文推薦的設計方法和步驟進行設計，並通過現場試驗結果，證明該地基處理達到設計要求，也證明了推薦方法計算的準確性，這對廣大工程師在實際工程操作中有較高的參考價值。
  3. At the same time, it also illustrates the superiority of this kind of communication by introducing the profibus field bus. take the transformation of focke packaging machine as an example, the main content is as follows : 1st, to analyze the plc control system of s5 series, and determine the concrete functions that the new plc control system hopes to achieve as well as how to achieve the goal through studying the work program of the original one ; 2nd, to demonstrate the advantage of the field bus in the process of digital alternation by introducing the principle agreement of field bus profibus ; 3rd, to achieve each function of the original control system through using siemens ' s plc control system in the design of hardware and step 7 in the software as well as designing and compiling control system of focke packaging machine ; 4th, to use fm455 for controlling temperature not only can meet the system ’ s severe request for temperature and efficiently avoid many demerits of the temperature control instrument but also can bring convenience for operation and maintenance ; 5th, to use the intouch configuration software to compile monitor and control program can accomplish the goal for real - time surveillance and control of the production line, while setting some parameters can provide a powerful alarming function

    以改造focke包裝機為例，主要內容如下: 1 、通過熟悉原有控制系統的工作流程，分析了原s5系列可編程邏輯控制器的控制系統，確定新的可編程邏輯控制器控制系統需要實現的具體功能以及其實現方法; 2 、在本系統數據交互中，通過介紹profibus現場總線原理協議，論述了現場總線在工業通訊中的優點; 3 、下位機硬體設計上使用西門子可編程邏輯控制器控制系統，軟體平臺採用西門子step7 ，設計和編制了focke包裝機控制軟體，實現了原有控制系統的各項功能; 4 、本系統對溫度要求嚴格，採用溫控儀表控制溫度不能滿足系統要求，而且溫控儀表操作和維護都不方便，因此採用fm455溫度控制模塊進行溫度控制，滿足了系統對溫度的要求，同時又有效地避免了溫控儀表在操作和維護上的缺陷; 5 、在監控系統上，使用intouch組態軟體設計了系統的監控界面，從而實現了對生產線的實時監控，並且可以通過界面設置系統的一些參數，同時提供了較強大的報警功能。
  4. The modified pdr method is used to design a practical projects. although the calculated average displacement of the building is less than the actual measurement. it is acceptable

    對某工程實例進行了現場試驗，測試了基底壓力和樁頂反力，並對該工程作了沉降觀測。
  5. By the check - out, inspection and measurement to start construction the industrial art to this test pile with the examination between stake body mass and bearing power, made sure the stroke reasonable operation method drilling under the dissolved cavern geology term ; the pier foundation loading test expressed the lading and rub the lading that resistance drag a glazing for of relation, and to the borehole cast - in - place concrete pile in the karst terrain deliver with break the mechanism, the characteristic of bearing power, proceeding the spot test job of the full of result ; the test data expresses the stake side friction resistance to rises with a bat batch terminal friction resistance very important function, the of tip of pile resistance drag occupies the proportion very few

    通過對本次試樁施工工藝的檢測和樁身質量及承載力的檢驗，確定了沖擊鉆在溶洞地質條件下的合理使用方法；基樁承載實驗表明了荷載與摩擦阻力之間的關系，並對巖溶地區的嵌巖灌注樁的荷載傳遞和破壞機理、承載力特性，進行了富有成果的現場測試工作；試驗數據表明樁側摩阻和支盤端阻起很重要的作用，樁端阻力所佔比例甚少。這與設計樁基時的計算模式相差很大，承載力也較設計增加；使用力學數值分析方法和有限單元法，對鉆孔灌注樁樁端下的巖體強度和結構穩定性方面進行模擬計算和定量研究。
  6. Then, in the light of actual reality in china and the practical cases of stock trading companies and collective - property & hi - tech enterprises which carried out the system of stock options in - pilot, proposals are put forward for the design, execution and assessment of executive stock options plan and phantom stock options plan. finally, on the basis of the analysis of positive and negative effects of incentive stock options system, it is concluded that attention should be paid to the coordination bet ween system guarantee and normalized operation, between incentive and restriction, and to the macroscopic way on how to perfect as soon as possible the capital and human resource market, with a view to offering a premising condition for practicing as soon as early the incentive stock options system

    本課題通過對股票期權的基本理論進行闡述，分析了實施股票期權激勵的理論依據以及股權激勵的本質特點；同時根據國內目前的現狀，結合國內上市公司以及民營高科技企業試行股票期權的實例，對經理股票期權計劃和虛擬股票期權計劃的設計、實施以及考核提出了自己的建議；最後通過分析股票期權激勵的正負效應，得出了在國內具體實施期權激勵時應注意制度保障與規范運作、激勵與約束相互對等以及從宏觀側面上如何盡快完善資本和人力市場，為股票期權激勵機制的早日推行提供前提條件等相關結論。
  7. The highlights of this paper include : hoop toughness criterion for longitudinal heat checking of tool joint was introduced firstly ; failure criterion for crescent - shaped wear casing was established according to the results of full - scale collapse tests ; new - typed alloy for hardbanding of tool joint was developed, its property has showed good performance in the tests

    本文的主要創新點在於：以現場失效案例分析為基礎，提出了鉆桿接頭縱向熱裂的橫向韌性判據；通過對已磨損套管的實物擠毀試驗研究，確定了不均勻磨損套管的擠毀失效準則；設計出了具有獨立知識產權的鉆桿接頭硬化帶用新型耐磨減摩合金的成分，經實驗室試驗表明其性能可以達到或超過國外同類產品。
  8. Dynamic test has been performed on three strengthened girders after they were being put into service. according to the measured data from the dynamic test and the calculated results of the proportion of the load distribution on steel diagonal braces and steel crane girders as well as the increased carrying capacity after strengthening in consideration of the principle of cooperative work between braces and crane girders, the feasibility, rationality, and economy of this strengthening scheme have been verified. this scheme can be applied extensively to strengthen crane girders system including concrete crane girders system hereafter

    最後結合對已經加固施工並投產使用的3榀鋼吊車梁的現場實際動測結果，按考慮下部鋼斜撐與鋼吊車梁二者協同工作的原理對鋼吊車梁與下部斜撐之間的荷載分配比例以及加固后鋼吊車梁的承載能力進行了進一步的計算驗證和對比分析，論證了採用鋼斜撐方案加固已有鋼吊車梁的合理與有效性。
  9. Application of the new type wall in engineering practice proves the feasibility and advantages. in the end, comparison between measured data from quite a few engineering examples and calculated theoretical results shows that, the design methods of anchored bar retaining walls and block retaining walls presented in this paper are reliable, which also have a better bearing behavior and good social and economic benefits

    最後通過計算實例以及現場實測結果的對比分析，證明了錨桿擋土墻和砌塊式擋土墻的設計計算方法是安全可靠的，同時證明了錨桿擋土墻和砌塊式擋土墻優越的受力性能以及其良好的社會經濟效益。
  10. Based on the in - situ measured data of water depth and results of physical model tests and mathematic model calculation, the influencing factors on the sediment deposition in the wharf apron after construction of wharfs are analyzed taking the wharfs in waigaoqiao port in the yangtze river estuary as an example

    以長江口外高橋港區碼頭?例，根據現場實測水深資料， ?結合物理模型試驗及數學模型計算的結果，分析建碼頭后影響碼頭前沿泥沙回淤的因素。
  11. The results of site measurements give evidence that the numerically - controlled processed pump blades satisfy the requirements of designed characteristics

    並介紹在江蘇省江都第一抽水站更新改造工程中成功應用的實例，現場實測結果表明數控加工的葉片能夠保證水泵設計性能。
  12. In this paper, some domestic and overseas ripe calculation methods are discussed. according to the special framework and power consumption, the mathematics model of transformer, line and etc is established

    本文通過工程實例對配電網理論線損的計算方法進行了研究，並結合現場實際設計了線損的計算程序。
  13. A method to back analysis the distribution pattern of negative pore - water pressure along vertical drainage line was proposed. some practical vacuum preloading projects were analyzed. the results showed that distribution patterns of negative pore - water pressure along the vertical drainage line were uniform and the magnitude was about half of the vacuum degree under the membrane

    提出由現場實測資料反分析豎向排水體中的負壓分佈的方法，通過對若干工程實例的反分析，認為真空預壓下負壓分佈沿豎向排水體的分佈基本均布，其值約在膜下真空度的50左右。
  14. This paper, based on collecting many empirical determinations of strength parameter for jointed rock masses all over the world, puts forward the improved empirical determination of strength parameters, that is to say, " size effect reduction factor " and " jointed rock reduction factor " of the intact rock specimen for the study on jointed rock mass strength parameter, and applies to the a typical location of the dam, which proves that this methodology is feasible and rational, and a new way for study of strength parameter in jointed rock masses is established

    在大量收集國內外節理巖體強度參數經驗確定方法的基礎之上，提出了改進的節理巖體強度參數經驗的確定方法，即對完整巖石進行「尺寸效應折減」與「節理化折減」的二次折減法，並應用於某壩址區工程實例中，所得的計算值與現場實測抗壓強度值接近，較以往的經驗確定方法更加準確，證明了節理巖體強度的降低是尺寸效應與節理化綜合作用的結果，為節理巖體強度參數的研究提供了一條新的思路。
  15. Adopting the deformation harmony theory, the numeric calculation of the curve of load versus settlement is made. the fitting results between the calculated curve of load - settlement and the measured one of piles with different construction process are illustrated. hence, under the condition of few or no static load test data, the performance of bearing capacity of single bored pile in loess may be predicted utilizing indexes of shear wave velocity, static cone penetration test and modification coefficient of depth, so it is remarkable to reduce the blindness of preliminary design of pile

    通過室內試驗及原位測試指標進行理論計算與現場實測值的對比，筆者引入了施工工藝修正系數k _ （ c1 ）和k _ （ c2 ）及深度修正系數，使理論計算值與現場實測值具有良好的一致性，進而通過變形協調理論對荷載?沉降曲線進行數值計算，並用不同施工工藝的實例說明了理論計算荷載?沉降曲線與實測荷載?沉降曲線的擬合效果，從而達到可在不做靜載荷試驗或少做靜載荷試驗的情況下通過剪切波速和靜力觸探試驗指標以及施工工藝修正系數等預測黃土地基中鉆孔灌注樁承載性狀，這對于工程初步設計中減少設計的盲目性具有十分重要的現實意義。
  16. According to the prior achievements, based on pile deformation test data, it puts forward a method that combined the mindlin ' s solution with boussinesq ' s solution to calculate the superimposed stress of djm composite ground, and then uses the superimposed stress to calculate the settlement by layer - wise summation method. by a nonlinear elastic and viscoelastic fem model, based on in - site test data, the back - analysis method of the direct optimal multiple parameters are adopted to calculate the road embankment settlement of typical project

    在前人的基礎上，結合樁身應變測試結果，提出了聯合mindlin解和boussinesq解求解攪拌樁復合地基的附加應力的方法，根據計算出來的附加應力再用分層總和法計算攪拌樁復合地基的沉降；採用非線性和粘彈性有限元模型，根據現場實測資料，運用直接優化多參數反演分析方法，對典型工程實例進行了沉降計算對比分析。
  17. On - site experiment and example analysis of this method in well gd27 - 3 of shengli oilfield show that this economic comparison model is reasonable, and has a great guidance meaning to on - site operation

    通過對勝利油田gd27 - 3井現場實驗和算例分析，建立的經濟對比模型是合理的，對現場實際作業具有較大的指導意義。
  18. Large power transformer temperature rise and on - site case analysis

    大型電力變壓器溫升及其現場實例分析
  19. The feasibility of applying similar techniques to hydropower is confirmed in relation to a specific station. results correspond with on - site inspections

    論文對該方法進行綜合引用后，給出了一個現場實例，其診斷結果與現場檢查基本一致，驗證了這種方法在本專業的可行性。
  20. The load transfer function derived from the in - situ test data can be described by a hyperbolic model. the parameters involved in the model are discussed. variation of the load transfer function with the structure strength of loess and the state of applied stress are analyzed

    通過現場實例得到的荷載傳遞函數，證實了其符合雙曲線數學模型，分析了模型中參數的物理意義，並探討了荷載傳遞函數由於黃土的結構強度及受力狀態不同所引起的變化特徵。
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