規范中 的英文怎麼說

中文拼音 [guīfànzhōng]
規范中 英文
pii
  • 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...
  1. Destabilization style of an arcuated built - up system bridge, influence of nonconservative force of hanger rods, comparative between stress value in construction stage and stress value in finished bridge stage, stability coefficients in bridge code, these are discussed deep

    著重對失穩類型、橫撐在穩定中所起的作用、吊桿非保向力的作用以及施工階段的應力和成橋階段應力的比較、規范中穩定安全系數的規定進行探討。
  2. In view of bearing capacity of the elastoplastic theory analysis, the author made a comparison between the achieved bearing capacity limit load pi / 4 of round base ( space problem ) and the limit load pi / 4 of bar groundwork foundation design ( plane problem ) from soil mechanics at home and abroad as well as foundation criterion, and explained why the value of formula in present design criterion from soil mechanics is inclined to be conservative. in the light of the author ' s many years experience of vibration test on the spot and the research work of relevant projects, the author worked over the dynamic pile testing of the bearing capacity of foundation and batholith, and gathered the parameter of dynamic analysis and testing. the author also talked over the difficult point of pile foundation design criteria in present batholith engineering world, i. e. the confirmation of batholith bearing capacity of pile end, from the following aspects : a ) confirmation of single axis counter - pressure strength of rock in house ; b ) f. e. m calculation of elastoplastic model ; c ) calculation of soil mechanics ; d ) deep well load test

    然後，對巖土工程領域至今尚未解決，甚至不為人注意的考慮地基變形的地基承載力問題進行了實用化的探討，提出了考慮地基變形的地基承載力上程計算方法；對基於彈塑性理論分析的地基承載力國內尚未見報道的空間問題得到了圓形基礎（空間問題）的承載力界限荷載p _ （ 1 / 4 ） ，並與國內外土力學專著及地基基礎設計規范中的條形基礎（平面問題）的界限荷載p _ （ 1 / 4 ） ，進行了對比，從而定量上解釋了目前設計規范引用土力學承載力公式值偏於保守的這一情況；根據本文作者多年從事現場地基工程振動試驗及相關課題的研究工作，本文以截頭錐模型模擬地基，對地基（巖基）承載力的動測法進行了研究，為各類地基（包括巖基） ，匯總了動力分析和檢測川的參數：針對日前巖土工程界應用樁基設計規范中的難點? ?樁端巖基承載力的確定問題，從巖石室內單軸抗壓強度確定、基於彈塑性模型的有限單元法計算、土力學計算及深斤載荷試驗四方面進行了深入討論；本文作者根據多年現場載荷試驗的工程實踐，對深井荷試驗裝置的核心部分? ?反力裝置，設計了側壁支撐反力加載系統，該加載系統具有實用、簡便、穩定及安個等優點。
  3. In order to be certifiable, geronimo must support all mandatory features described in the j2ee 1. 4 specification see

    為了具備認證資格， geronimo必須支持j2ee規范中規定的所有強制功能（請參閱
  4. In this article, david currie takes a look at the changes to one particular area of the j2ee specification : messaging

    在本文中， david currie對j2ee規范中一個特定領域的改變進行了分析：消息。
  5. The focal length of the camera lens plays an important role in photo criteria.

    攝影機鏡頭的焦距在攝影規范中起著重要的作用。
  6. The research information of the slab that has been used for forepassed decades is extremely few. there is a lack of the method of calculating load bearing capacity of slab with slightly curved bottom in our bridge criterion

    在過去的幾十年中，微彎板的研究資料極少，我國橋梁規范中尚無微彎板的承載力的確定方法。
  7. There are several instances prescribed by chapter 15 - - catamaran structure supplement prescript in ccs " freshwater ship class and building criterion " which need to be calculated directly

    中國船級社《鋼質內河船舶入級與建造規范》中第15章雙體船船體結構補充規定中指出具有船長大於60m等情況的雙體船應由直接計算確定結構尺寸。
  8. Therefore, to avoid a vacuous academic talk, ethical misconduct cannot be treated with vague academic parlance

    因此，為了避免空洞的學術性議論，對科學道德規范中的明知故犯不能用含糊不清的學術議論進行對待。
  9. Both geovrml and h - anim were adopted into the x3d specification, but because x3d is modularized these extensions are not supported by all profiles or in all viewers

    Geovrml和h - anim都被吸收到了x3d規范中，但是由於x3d是模塊化的，所以並非所有的配置文件和查看器都支持這些擴展。
  10. This thesis investigated and researched on non - loaded crack, especially those caused by thermal - shrink, and analyzed the thermal - shrink stress of beam, slab and continuous - wall, found that according data of civil and overseas offered thermal - shrink calculating formula without considering effect of factors, such as the cement quantity, using of aruhuesiru, aggregate size and quantity of sand, which made the result data smaller. in addition, there are not enough construct measure in code

    本文對非荷載裂縫，特別是溫度?收縮裂縫進行了調查研究，並對兩端或四周約束的梁、板和底部約束的地下連續墻進行了收縮應力分析，發現國內外有關文獻給出的收縮計算公式沒有考慮泵送商品混凝土的水泥用量、外加劑使用、骨料粒徑和砂用量等因素的影響，計算出的混凝土收縮量往往偏小；另外， 《規范》中針對溫度?收縮裂縫的構造措施不足。
  11. Lastly, the minimum permission reliability index is offered by the method of " calibration method " which makes back calculation out of the bending resistance reliability and the compression resistance reliability of the reinforced concrete member in norm

    最後，根據「校準法」反演計算現行設計規范中鋼筋混凝土結構抗彎、抗壓可靠度指標以確定在用橋梁結構體系的最低目標可靠度指標。
  12. From another point of view, facing the drastic international bidding competition, a code that involves technical means with our own superiority will certainly benefit our international competition. there are too many examples that some contries restrict others in this manner

    從另一個角度講，在工程招投標國際化趨勢日益激烈的今天，如果能夠在規范中納入有我國獨特優勢的技術手段，也有助於提高我國橋梁建築行業的整體國際競爭力。
  13. The rest of the statements of the wsdl binding do not follow the direct approach suggested by the syntax of the original wsdl, because i tried to examine the description of the binding element in the specification to find a representation that best captures the meaning behind the concepts there

    Wsdl綁定的其餘語句並不符合最初的wsdl語法所提議的直接方式，因為我曾嘗試通過仔細閱讀規范中對綁定元素的描述，來尋找最能抓住概念背後的意義的表達。
  14. Chapter three, according to the stated problems and the facts in the stock market of china, give some suggestions for the distribution of equity resource in the issuing market and the circulating market : the way for selection of listed company, the way for control of issuing, refbrm of the way for issuing price, regulating of medium agency and listed company, encouraging the listed company distributing resources by buying and reorganization

    第三章，針對上述問題，結合中國股票市場實際，提出優化一級市場、二級市場股本資源配置的建議：上市公司的選擇方式、發行規模的管理方式、發行定價方式的改進；規范中介機構和上市公司行為；鼓勵上市公司通過兼并、收購、重組等行為優化資源配置；配股管理方法的改進。
  15. Security is not directly addressed in the atom api specification, but one would expect an implementation to support http - based authentication for the various atom api operations

    Atom api規范中沒有直接處理安全問題，但預計會出現用於各種atom api操作的支持基於http驗證的實現。
  16. High strength bolted connections and dog - bone connection are those of connections that were researched in some countries. there are not correlative clauses about these in steel structures design specification ( gbj17 - 88 )

    高強螺栓連接和狗骨式連接是目前國內外研究得較多的連接類型，我國的鋼結構設計規范中還沒有具體涉及到此方面的內容。
  17. Then according to the efficient - market hypothesis ( emh ), investment theory, information economics, the author systematically study the problems of the normative accounting in the security market, such as, accounting standards normalization, the relationship between the emh and accounting information, the disclosure of accounting information, and the auditing supervisions by cpas. in the end, a normative system for the accounting normalization to play a role in the composite harness of the security market set up

    本文首先針對證券市場中亟待規范的問題提出證券市場會計規范的涵義和必要性，再以有效市場假說理論、投資學理論、信息經濟學為指導，分別對會計準則規范、有效市場假說與會計信息的關系、會計信息披露制度規范和審計監督在會計規范中的重要作用做了深入的研究。
  18. For example, given the following trivial hierarchy taken from the managed extensions language specification,

    例如，以託管擴展語言規范中提供的以下常用層次結構為例，
  19. Abstract : experimental researches on normal section ultimate fle xural strength of prestressed reverse - rib - slab with excessive steel bar were m ade, and according to chinese norm ( gbj10 - 89 ) and american norm ( aci ) in which s train harmony analysis method was adopted, its ultimate strength was calculated, these make us further realizse the ultimate flexural strength of prestressed r everse - rib - slab with excessive steel bar

    文摘:通過疊合結構中預應力超筋倒肋薄板正截面極限承載力的試驗研究，分別採用規范gbj10 - 89中的受彎構件、偏心受壓構件的計算公式及美國aci規范中的應變協調分析方法計算了極限承載力，從而更清楚地認識了配有高強鋼絲的超筋倒肋板的極限承載力計算問題。
  20. The results showed that : ( 1 ) the models used by author and the analysis are useful and can be practiced. ( 2 ) after using isolation technology, the structure ' s period, earthquake response, base shear force and acceleration are all decreased markedly and the horizontal displacement focuses on isolation layer. ( 3 ) under frequent earthquake action, the shear force ratio between layers is close to 0. 35 ; in according with the provision in aseismic design code that the horizontal seismic reduction coefficient can choose 0. 53 and the upper building can be designed by decreasing one degree

    計算模型分別採用三維空間模型及規范中建議的彈簧、質量模型，隔震層採用疊層橡膠隔震支座，運用大型結構有限元計算程序sap2000以及自主開發的nba結構程序計算隔震結構在多維地震動輸入下的動力非線性時程反應，同時研究了隔震結構在溫度變化的作用下，結構各桿件的內力變化，通過對變電建築物在傳統抗震作用下及隔震作用下的分析比較，得出一些有益的結論。
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