試行規范 的英文怎麼說

中文拼音 [shìhángguīfàn]
試行規范 英文
tentative specification
  • 試 : 名詞（古代占卜用的器具） astrolabe
  • 行 : 行Ⅰ名詞1 （行列） line; row 2 （排行） seniority among brothers and sisters:你行幾? 我行三。where...
  • 規 : Ⅰ名詞1 （畫圓形的工具） instrument for drawing circles 2 （規則; 成例） rule; regulation 3 [機械...
  • 范 : 名詞1 [書面語] （模子） pattern; mould; matrix 2 （模範; 榜樣） model; example 3 （范圍） boundar...
  • 行規 : [舊時用語] guild regulations
  1. On the backgrounds of researches inside and outside country, and cooperating experiments with theories analyses, the influence of different processing technology parameters and different sbs modifier sorts on the sbs modified asphalts " properties has been studied. at the same time, their microstructure are observed through fluorescence optical microscopy and scanning electronic microscopy, thus to direct modified asphalt production. on the above conclusion ' s basement, analysing some disadvantages of the storage stability test of sbs modified asphalt in the current specification, a new storage stability test apparatus is developed

    本文在參考國內外研究的基礎上，採用理論、試驗相結合的方法，研究加工工藝參數以及改性劑種類等對sbs改性瀝青性能的影響，並通過熒光顯微鏡、掃描電鏡分析其微觀形態，從而指導sbs改性瀝青的生產；在此基礎上，分析我國現行規范用來評價sbs改性瀝青儲存穩定性方面的不足，開發了新的試驗儀，根據動態剪切流變試驗結果和微觀狀態分析，提出一個新的指標? ?離析率r _ s來評價sbs改性瀝青的儲存穩定性；最後，針對不穩定的改性瀝青提出改善措施，研究證明摻加增容劑和穩定劑是行之有效的方法。
  2. Abstract : based on the indoor test results of the base bedding course materials for cement concrete pavement and prevalent actural calculation approach of the prevalent norms, and according to the different compositions in changtan expressway and in consideration of the experiences gained in the central and southern region, a typical structure legend for cement concrete pavement which is suitable for areas damp and with plenty of rainfall the typical structure and guideline for the use of the typical structure legend are presented in this paper

    文摘:通過對南方多雨地區目前常用的水泥混凝土路面基墊層材料的室內試驗，依據現行規范的結構計算方法，進行不同結構組合驗算與長潭高速公路試驗路段現場檢測，並參考中南地區使用經驗，提出了適應多雨潮濕地區水泥混凝土路面典型結構圖例，論述了運用典型結構圖例的原則及指南。
  3. According to eigenvalue equation ( general formula ) of the energy method of the plane steel frame structure stability, and considering the restriction of the end of the column of the main steel frame and function of deflection curve gained from the differential balance equation general resolution, we get the equation for calculating the length coefficient of the main frame structure stability of the steel arch gate and the resolutions are also given

    根據平面剛架穩定性能量法特徵值方程（通式） ，考慮弧形鋼閘門主框架柱的柱端約束的特殊情況，求出撓曲線函數（試解函數）通解，得到弧形鋼閘門主框架柱穩定性計算長度系數方程。其中弧門主框架主橫梁式形框架的臨界荷載比較現行規范推薦的有限元法簡單方便、結果精確及物理概念明確等優點。
  4. The results of finite element model and theoretical formula are proved to be in good agreement with the experimental results

    在基於現行規范的基礎上提出了組合梁跨中撓度的建議計算公式把有限元模型和建議公式的計算結果與試驗結果進行比較，三者吻合良好。
  5. The difference between axial compressive capacity of beam - column joints and that of columns is introduced when joints are strengthened by various measures. influence of shapes, spiral hoops and ratio of beam depth to side dimension of square column upon axial compressive capacity of beam - column joints is discussed. then economy and security of the relative article in current code are demonstrated and the design recommendations of beam - column joints are given

    本文通過6個不同強度等級混凝土樑柱節點試驗，了解在不同的加強措施情況下，節點區的軸心抗壓承載力與柱的理論軸心抗壓承載力的差異，探討了角鋼、螺旋箍筋及梁高與柱截面尺寸的比值h c對節點區軸心抗壓承載性能的影響，驗證了我國現行規范有關條款的安全性和經濟性，並且在此基礎上，為不同強度等級混凝土樑柱節點的設計提出了相關建議。
  6. In this section the author analyses the rules of the pile ultimate tip resistance and the shaft friction resistance distribution and their exertion of cast - in - place socketed piles instrumented with strainometers in soft muddy rock. the second aspect of the paper is the analysis on the current rock pile vertical bearing capacity in the four standards gb50007 - 2002, tb 10002. 5 - 99, jtj024 - 85 and jgj94 - 94, then the design method with correlated formula of socketed piles in xigeda - mudstone is given. at the end of this paper, based on the research of pressure grouting technique in recent years, and combined with in - site test result, this paper puts forward the design and calculation method to grouted pile in xigeda - mudstone and the principle of choosing grouting parameters, which provid es experiences for applying this technique and further studying

    本論文結合省級科研項目「西攀高速公路昔格達組泥巖層中鉆孔樁提高承載力的研究」 ，所做的研究工作主要在以下三個方面：一是根據8根樁身內埋設量測元件試樁的單樁豎向靜載荷試驗資料，分析了各試驗樁特別是常規沖孔灌注嵌巖樁在昔格達泥巖中的軸向力、側摩阻和樁端阻力的分佈和發揮規律；二是在討論現行規范對嵌巖樁承載力的計算公式的基礎上，探討了在昔格達泥巖層中的沖孔灌注嵌巖樁的側摩阻和端阻的計算方法，並推薦了相應的計算公式；最後，在吸取近年來對灌注樁后注漿技術研究成果的基礎上，結合現場試驗研究結果，分析了該項技術在昔格達巖層中的應用效果，提出了相應的參數選取，從而為壓力灌漿技術的工程應用和進一步研究提供經驗，並為今後在該地層中合理選用樁型以及指導施工提供了依據。
  7. The assumption in this paper are approximately according with present code, and the calculated results agree with experimental results very well

    公式中的假設與現行規范gb10 ? 89的公式中的假設基本一致，其計算結果與試驗值吻合較好。
  8. In this paper, the actuality on the appraisement of highway construction environment is investigated into deeply. the problems and theory which existent at present have be studied and annualized. on the bases of tryout standard guiding and investigating, the item that highway which bypass cheng - du city is studied and annualized

    課題深入了解公路建設環境評價的現狀，對現存問題進行研究分析，在評價試行規范的引導和調查監控的基礎上，結合成都市外環過境線項目進行了研究分析。
  9. Test engineer is responsible for scheduling and conducting tests according to global test specification, analizing testing results and releasing test reports ; is responsible for maintenance of testing facilities and implementing 5s in test lab, troubleshooting of test stands ; is also responsible for designing testing jig to carry out the special test which can not be done on standard test stands

    試驗工程師負責按照全球試驗規范，根據本地和全球的試驗要求，計劃和執行各種試驗，分析試驗結果並撰寫試驗報告；負責制訂試驗設備的維護保養計劃和負責試驗室的5s管理，解決試驗臺故障；負責設計試驗裝置來完成標準試驗臺無法完成的特別試驗。
  10. Endorsing inspection and test documents with a test stamp according to the product ' s test status

    依照已簽署的工作指示，試驗規范和質量程序執行產品的質量測試和確認。
  11. Steel fiber reduces the size effect of shear resistance of reinforced concrete beams without web reinfocements. the size effect formula is proposed in this paper, it is better agreement with test data. 5

    鋼纖維對鋼筋混凝土無腹筋梁斜截面承載力「尺寸效應」具有降低作用，本文提出了與現行規范相銜接的鋼筋鋼纖維混凝土腹筋梁斜截面承載力「尺寸效應」計算公式，與現有的試驗資料符合良好。
  12. The paper describes the results of tests of 5 reinforced concrete beam - column interior connections specimens, in which the columns are very strong concrete while the intervening beams are much weaker. the paper describes the difference of the capacity between the connections and the columns and investigates the capacity of the connections when they are strengthened by the shapes. the paper also investigates whether the corresponding provisions of the current code are economical and safe

    本文通過5個高強混凝土樑柱中節點試件試驗，了解樑柱混凝土強度等級在不同比值的情況下，節點區的軸心抗壓承載力與柱的理論軸心抗壓承載力的差異，探討了節點核心區採用不同數量的型鋼加強，對節點區的軸心抗壓承載性能的改善情況，驗證了我國現行規范有關條款的安全性和經濟性，在此基礎上提出了節點核心區採用型鋼加強后的計算軸心抗壓強度的建議公式，計算值和實驗值能較好吻合。
  13. In this paper, closely connecting with the actual application of automatization on power station and main engine remote control, and based on the experiences in automatization design together with the successively - built vessels of all kinds in our yard, summarized descriptions will go to the present status, performance and characteristics of automatization in machinery room, analysis and discussion will also be given to classified requirement by rules and regulation on system design of monitoring, alarm, remote control and automatic shift of main and auxiliary equipment, including test and inspection ; all of which, by summarizing the design skeleton and the design ideals on ship automatization, have made some guidance with ship automatization design in the future

    本論文結合電站自動化系統和主機遙控系統應用實例，依據艦船自動化系統設計經驗以及我廠成功建造的各型艦船，就艦船機艙自動化現狀、功能和特性、現行規范對自動化船舶分級及入級設計要求、主要配置的監測、報警、輔機的遙控操作和自動切換以及自動化系統的試驗、驗收等進行了綜述；較好地總結了艦船自動化系統的設計規律，基本理順了艦船自動化系統設計思路，可以指導今後的艦船自動化造船設計工作。並以此為基礎，關注艦船電氣自動化的新技術及發展方向。
  14. 3 - wire strands with tensile strength of 1570 mpa were collocated in the lower precast concrete slabs of superposed floor. the manner of reinforcement lap and other detailing were brought forward. plane dimensions of the tested floor are 9m and 12m, and height is 180mm

    本論文通過對前期試驗的分析總結，選用1570mpa的三股鋼絞線作預制底板的預應力鋼筋，提出了合理的板側橫向鋼筋搭接方式和其它構造措施，並按照現行規范設計並製作了試驗結構，樓蓋平面尺寸9 12m ，樓板厚度180mm 。
  15. The calculation results of deformation and internal force have been obtained, with which the experimental results are compared. finally, based on the experimental study and theoretical analysis, with the reference of practical calculation method given by related code of concrete structure in time, the practical calculation method and the design suggestion of coal unloading chute with skew beam are brought forward. the method is both reasonable and simple, and the calculated results are in good agreement with that of the experiment

    最後，在試驗研究和有限元分析的基礎上，參考有關現行規范對同類結構的設計方法，提出了斜梁式淺埋箱形卸煤溝結構的簡化計算模型；針對卸煤溝的特點，提出了相應的構造措施及鋼筋配置方式要求；根據地下結構的動態反應特性、主要破壞特徵及震害分析，提出了卸煤溝避免地震破壞的措施。
  16. On april 26, 2005, people ' s bank of china and china banking regulatory commission jointly promulgated credit asset securitization experiments administration measures to standardize the specific implementation of aseet securitization, especially the experiments in state development bank and china constructin bank

    2005年4月26日，中國人民銀行與銀監會聯合頒布了《信貸資產證券化試點管理辦法》 ，對資產證券化的具體實施，尤其是國家開發銀行和建設銀行的信貸資產證券化試點工作進行規范。
  17. The cold - formed square hollow section columns are widely used in various structures such as building structure, trusses, space frames and offshore plates etc. this paper is mainly doing the research on load carrying capacity of the cold - formed square hollow section columns under axial load, the paper includes the following main contents : ( 1 ) an elastic buckling stress for cold - formed square hollow section is presented by finite element analysis, and is compared with the result given by classical elastic buckling theory ; ( 2 ) the elastic - plastic non - linear behavior of the cold - formed square hollow section columns analyzed by ansys is presented ; ( 3 ) by using material model, and geometry nonlinear analysis, the cold - formed effect to stub columns of cold - formed square hollow section is studied ; ( 4 ) by using an material model, the geometry nonlinear analysis, the influence of initial geometrical imperfection to stub columns of cold - formed square hollow section is also analyzed ; ( 5 ) the load carrying capacity of the cold - formed square hollow section columns, which are including the cold - formed effect and influence of initial geometrical imperfection is analyzed by non - linear finite element, and the theoretical analysis results are compared with the results of experimental study and the results calculated by specification gb50018 - 2002

    冷彎方管作為軸心壓桿廣泛用於房屋結構、桁架、網架、塔架以及海洋平臺等結構中，本文主要研究軸心受壓冷彎方管的承載力性能，內容主要包括以下一些： （ 1 ）對冷彎方管的彈性臨界應力進行有限元分析，並與經典理論結果進行對比，以驗證有限元程序的適應性； （ 2 ）闡述冷彎方管採用有限元彈塑性非線性分析理論及應用ansys軟體的非線性分析方法； （ 3 ）採用彈塑性模型，考慮幾何非線性及材料非線性，對不同寬厚比的軸心受壓冷彎方管柱的冷彎效應進行有限元非線性分析研究； （ 4 ）考慮冷彎效應對屈服應力的影響，對不同寬厚比的軸心受壓冷彎方管短柱在不同初始變形下的承載力性能進行有限元非線性研究； （ 5 ）考慮冷彎效應、幾何初始變形，對不同長細比和不同寬厚比的軸心受壓冷彎方管長柱的承載力性能進行有限元非線性研究，並與試驗結果以及我國現行規范gb50018 ? 2002計算結果進行對比分析。
  18. Based on the field test, the formula for calculation of composite foundation bearing capacity in the criterion are revised, and the reasonable method to detertemine the correction coefficient is also discussed. the visual vb program is work out to analyze the stress ratio, and the p - n curve method to determine rushed stone pile composite foundation is proposed

    此外通過對實測數據的綜合觀察分析，修正了現行規范中的復合地基承載力計算方法，對修正系數的合理確定進行了討論；編制了可視化vb程序；對復合地基承載過程中應力比隨荷載的變化規律進行探討；並依據臨長高速公路試驗研究結果，導得了確定碎石樁復合地基承載力的p - n曲線法。
  19. This achievement has realized the standardization of water balance test in thermal power plants, the computerization and the technological upgrading, and the original complex troublesome water balance testing is transformed into the easy routine work

    該成果實現了火電廠水平衡測試的規范化、電算化和技術更新，將原先復雜煩瑣的水平衡測試轉變為簡便易行的日常工作。
  20. Meanwhile, through contrasting with code of masonry structure design, the author provides some items for cfpbm structure. the result of experiment shows that uniform local compression strength of cspbm belows the code listing strength. at last, the value of y is defined 1. 5

    試驗結果表明：煤矸石頁巖多孔磚砌體的局部均勻抗壓強度和現行規范中粘土磚相比，煤矸石頁巖多孔磚砌體局部均勻抗壓強度低於規范值，最後確定均勻局壓強度提高系數的值1 . 5 。
分享友人
分享到 Line

分享到臉書