試件試驗 的英文怎麼說

中文拼音 [shìjiànshìyàn]
試件試驗 英文
specimen test
  • 試 : 名詞（古代占卜用的器具） astrolabe
  • 件 : Ⅰ量詞（用於個體事物） piece; article; item Ⅱ名詞1. （指可以一一計算的事物） 2. （文件） letter; correspondence; paper; document
  • 驗 : 動詞1. （察看; 查考） examine; check; test 2. （產生預期的效果） prove effective; produce the expected result
  • 試驗 : trial; experiment; test
  1. This paper describes the principle and method for testing pile bottom force - hearing layer and pile body force - bearing declivity, deals with results of standard component test and inclined model pile test under the condition of inclination, and also gives some practical examples of engineeing application

    摘要闡述了樁底持力層與樁身傾斜度測試原理及方法，列舉了傾斜情況下的標準件試驗及傾斜模型樁試驗結果與工程應用實例。
  2. Elements of electrical and optical connection - test methods - current temperature derating

    電氣和光學連接元器件.試驗方法.第209部分:降低電流溫度額定值
  3. A single specimen testing record is sufficient to evaluate.

    單試件試驗結果對計算是足夠用的。
  4. The dissolution condition experiment of alumina in gangue

    3的溶出條件試驗
  5. Open compressors for refrigerating systems ; standard rating conditions, testing, information to be specified on data sheets and identification plates

    製冷系統的敞開式壓縮機.標準額定條件.試驗.規定在數
  6. Single stage condensing units for refrigerating systems ; standard rating conditions ; testing ; information to be specified on data sheets and identification plates

    製冷機用單級冷凝裝置.標準額定條件.試驗.數據單和標
  7. Elements of electrical and optical connection - test methods - unmating of lanyard release connectors

    光電連接元件.試驗方法.拉繩式連接器的不匹配性
  8. Aerospace series. elements of electrical and optical connection. test methods. part 414 : unmating of lanyard release connectors

    航空航天系列.電氣及光學連接元件.試驗方法.第414部分:牽索釋放連接器的非配合
  9. Methods of tests for ancillary components for masonry - part 5 : determination of tensile and compressive load capacity and load displacement characteristics of wall ties couplet test ; german version en 846 - 5 : 2000

    磚石工程輔助元部件試驗方法.第5部分:墻拉桿抗拉荷載
  10. Methods of tests for ancillary components for masonry - part 6 : determination of tensile and compressive load capacity and load displacement characteristics of wall ties single end test ; german version en 846 - 6 : 2000

    磚石工程輔助元部件試驗方法.第6部分:墻拉桿抗拉荷載
  11. Elements of electrical and optical connection - test methods - magnetic permeability

    電氣和光學連接元件.試驗方法.導磁性
  12. Hydrogen embrittlement of steels - notched specimen test

    鋼的氫脆性. v形切口試件試驗
  13. The study lies in following aspects : 1 ) a great number of experiments on sfrc are carried out to obtain the basic data of sfrc energy properties, which are the fundamental parts of further study. 2 ) a probability analysis based on statistical theory is done to all the experiment data. in the end, energy criterion for sfrc associated with security criterion are calculated and listed for future use

    本文主要針對鋼纖維噴射混凝土在單層隧道襯砌中的應用進行了研究，內容包括以下幾個方面： 1 ）進行了大量的鋼纖維混凝土標準試件試驗，試驗的成果和數據為研究鋼纖維混凝土的能量特徵提供了事實依據和參考； 2 ）運用概率統計方法對鋼纖維混凝土的指標進行了可靠性分析，得出了實際可以接受的保證率下的鋼纖維混凝土能量指標； 3 ）通過合理的假設和簡化，研究了鋼纖維混凝土構件在破壞過程中的能量耗散機理。
  14. Aerospace series. hydrogen embrittlement of steels. notched specimen test

    航空航天系列.鋼的氫脆.缺口試件試驗
  15. Based on the experiments on concrete samples, the sensitivity of the fiber optical sensing techniques adopted in crack monitoring of large dams was tested

    摘要基於混凝土試件試驗，對大壩裂縫光纖監測中採用的光纖傳感技術的靈敏性進行了測試。
  16. According to theoretical analysis, a formula that is used in the calculation of heat transfer coefficient can be deduced and the formula is verified with experiment data

    本文通過理論分析，推導出非穩態傳熱情況下，圍護結構傳熱系數的計算公式，並且用試件試驗數據進行驗證。
  17. 2. by using the internal force - decomposability method, a numerical means was applied for the analysis of the test data, so we can probe into the situation of the internal force change on the steel and rpc, based on these, the simplified calculating formula is suggested

    2 、採用內力分解分析法，對圓鋼管rpc試件試驗數據進行數值分析，分別探討了圓鋼管rpc在極限荷載狀態下的鋼管和rpc各自的內力變化情況，據此，提出圓鋼管rpc極限承載力的簡化計算公式。
  18. First of all, the paper carried out test study on four two - spanned model members of fsmrcwb, including three 1 / 2 - scaled two - storeyed models and one 1 / 3 - scaled three - storeyed model. the study considered such factors as span ratio - l1 / l2, height - span ratio - hb / l of the beam, and cavity etc. the paper analyzed the test results, including analysis on mechanical property of the composite wall beam under vertical loads, and failure mode, deformation capacity, aseismic performance under horizontal loads and constant vertical loads

    首先，進行了三個兩跨兩層和一個兩跨三層的框支密肋復合墻梁的模型試件試驗研究，主要內容包括：框支密肋復合墻梁在豎向荷載作用下的受力性能，在豎向荷載與水平低周反復荷載共同作用下的受力性能、變形性能、滯回性能和破壞形態，並將框支密肋復合墻梁試驗與框支砌體墻梁試驗進行對比分析。
  19. 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。
  20. Based on the pseudo - static experimental results of nine specimens 1 / 5 - scale specimens and failure characteristic in the structural test, the damage mechanism and the failure of abnormal joints under the shear force is analyzed. the paper discusses the possible affections of stirrup ratio, the changes of beam or column sections and initial eccentricity on carrying capacity of abnormal joints. according to experimental data, the formula for calculation of the shear - bearing capacity of abnormal joints is given

    針對該類框排架結構中通常存在異型節點的實際，在9 （其中邊節點4個、中節點5個）個1 5的偽靜力試件試驗研究及整體結構模型中該類節點破損特點的基礎上，提出了異型中節點和邊節點的破壞機理，針對異型中節點和邊節點的受力特點給出了該類異型節點的抗剪承載力計算公式和節點區的加強構造措施。
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