試驗時間已到 的英文怎麼說

中文拼音 [shìyànshíjiāndào]
試驗時間已到 英文
the testing time is up
  • : 名詞(古代占卜用的器具) astrolabe
  • : 動詞1. (察看; 查考) examine; check; test 2. (產生預期的效果) prove effective; produce the expected result
  • : shí]Ⅰ名1 (比較長的一段時間)time; times; days:當時at that time; in those days; 古時 ancient tim...
  • : 間Ⅰ名詞1 (中間) between; among 2 (一定的空間或時間里) with a definite time or space 3 (一間...
  • 試驗 : trial; experiment; test
  • 時間 : time; hour; 北京時間十九點整19 hours beijing time; 上課時間school hours; 時間與空間 time and spac...
  1. Since 2003, aiming at some technical problems met in harbor industry, the company persists in researching and developing new technologies and products, thereinto, high - hardness wearing liner plate used by bulk cargo hopper and maintenance free cardinal axis with cover items have been confirmed to be successful in trial - manufacturing by consumers and then achieve national patents as well

    2003年以來,公司針對港口行業所遇的一些技術難題,執著研發新技術新產品,其中散貨漏斗使用的高硬度耐磨襯板免維護帶套鉸軸項目,經過長生產實經被用戶確認製成功,並取得國家專利。
  2. Driver wizard is a very useful tool for backup drivers, who often must install a computer - driven process for the experience, or on the original driver has been lost, that is not backed up in advance, to find a time - consuming now if you use the wizard - driven backup driver, heavy equipment in the computer, you will present the latest version of the computer - driven backup procedures download them altogether when heavy equipment is completed, it again tested the driver reduction functional installation, so that will be able to save many - off procedure for the installation of the time, and is not afraid of the driver could not find

    驅動精靈是一個非常實用的驅動程序備份工具,經常重裝電腦的人一定有找驅動程序的經,要不就原版驅動程序經不見了,就是事先沒有備份起來,找起來相當費;現在你只要利用驅動精靈的驅動程序備份功能,在電腦重裝前,將你目前電腦中的最新版本驅動程序通通備份下載,待重裝完成,再用它的驅動程序還原功能安裝,這樣,便可以節省掉許多許動程序安裝的,並且在也不怕找不驅動程序了。
  3. The claim has been made upon the results that the wmt method should be used in the area near the vertical, while the phase difference method in slant beams and a rule has been given to select among those two methods according to the " effect value " on condition the depth is known for the consideration of improving the measurement precision, this paper studies the factors which affect the toa measurements, and three expressions of precision has been introduced as to applications of phase difference method, this paper introduces an automatic hunting method based on amplitude power to get the range of echo arrival

    採用方差分析的方法,使用重復海數據對wmt法和相位差法的優劣進行了分析,指出了垂直附近應該使用wmt法,而傾斜波束應該使用相位差法;給出了在深度真實值知前提下wmt法和相位差法使用的判決準則,即根據效應值的大小來選擇。本文從提高測量精度角度出發,分析並證了影響toa測量精度的因素;給出了三種精度表示。在應用相位差法,引入了一種基於幅度能量的區自動搜索方法;實表明該方法能很好地確定回波達的大概范圍。
  4. In order to fully develop the theory of squeezed branch piles, in particular, the justification of its superior performance in terms of the bearing capacity and sinking displacement, we have derived the analytical formulas of the axial load and the strain at arbitrary depth ; based on existing static loading test results and research on belled pile, together with the analysis of on - site testing data, we have applied the expand theory on sphere holes to the computation of radial stress of squeezed branch piles under hole expansion ; taking the oil pressure of hole expansion in to account, we have find the a branch force under certain hole pressures, hence we can estimate the maximum bearing capacity of single piles ; we have introduced the experiential formulas for the bearing capacity of squeezed branch piles based on its stress characteristic and pile testing data ; we have also done numerical simulations of squeezed branch piles utilizing finite element method software ansys ; we have matched the simulation res ults with those of on - site basic load experiments, regenerating the distributions of stress fields and strain fields of squeezed branch piles, and from those distributions, we can determine the optimal distances between plates and piles

    為了完善支盤樁的設計理論,探求支盤樁高承載力和低沉降量的內涵,本文推導出了支盤樁任意深度的截面荷載以及位移隨深度變化的理論公式;基於有的靜載成果及有關擴底樁的研究成果,從對現場測數據的分析,將球形孔擴張理論引入支盤樁擴孔徑向應力的計算,考慮擴孔的油壓數據,求得某一孔壓下的支盤力,據此估算單樁極限承載力;同根據對支盤樁的受力特點和樁數據的分析,提出了支盤樁承載力計算的經公式;用有限元分析的方法,利用大型有限元分析軟體ansys對支盤樁進行數值模擬,並將模擬結果同現場的靜載結果進行對比,再現了支盤樁在荷載作用下土中應力場和位移場的變化,根據應力場和位移場的變化范圍,指出最佳盤距和樁距;為支盤樁的設計和施工提供了一個可量化的設計依據。
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