止動歸止 的英文怎麼說

中文拼音 [zhǐdòngguīzhǐ]
止動歸止 英文
when you try to stoactivity to achieve passivity
  • : Ⅰ動詞1. (停止; 攔阻) stop; cut out 2. (截止) close; end Ⅱ副詞(僅; 只) only; just Ⅲ名詞(姓氏) a surname
  • : Ⅰ動詞1 (返回) return; go back to 2 (還給; 歸還) return sth to; give back to 3 (趨向或集中於...
  • 止動 : locking; fastening止動板 check plate; 止動柄 lock handle; locking handle; 止動桿 arresting lever;...
  1. For protective female worker healthy, law set the labor range that female worker prohibits be engaged in, unit of choose and employ persons must not arrange female worker to be engaged in the following these law prohibit the labor that female worker is engaged in : ( 1 ) course of study of mine well dirty ; ( 2 ) silvan industry cutting, put in arris and banish exercise ' s charge ; ( 3 ) " physical labor intensity classifications " the 4th class in the standard the exercise of physical labor intensity ; ( 4 ) the assembly of bldg. scaffold and remove operation, and the altitude wiring of electric power, telegraphic industry works ; ( 5 ) load continuously ( point to load the frequency is in 6 times hourly above ) load every time more than 20 kilograms, discontinuous load load every time more than 25 kilograms exercise

    為了保護女職工的身體健康,法律規定了女職工禁從事的勞范圍,用人單位不得安排女職工從事以下這些法律禁女職工從事的勞: ( 1 )礦山井下作業; ( 2 )森林業伐木、楞及流放作業; ( 3 ) 《體力勞強度分級》標準中第四級體力勞強度的作業; ( 4 )建築業腳手架的組裝和拆除作業,以及電力、電信行業的高處架線作業; ( 5 )連續負重(指每小時負重次數在6次以上)每次負重超過20公斤,間斷負重每次負重超過25公斤的作業。
  2. This paper analyzes the factors affecting the controlling precision of sand compactibility system and sets up the dynamic model of regression coefficient between sand compactibility and water content. to prevent the insufficiency or excess of sand water content, the amount of the first addition is set as 80 % of the total water addition amount. after the first water addition, we adopt ar model to predict the stable value of sand compactibility to shorten the time mixing the sand. each time we add water, the correction coefficient is introduced to adapt to the change in the composition of sand. the experiment shows that the mathematics model not only makes the water content in sand reach the best range within shorter time, but also directs how the sand composition should be adjusted, which can better conform to the actual situation

    分析了影響型砂緊實率控制精度的因素,建立了型砂緊實率-水分回系數的態模型.為防型砂水分不足或過量,將第一次加水量設定為總加水量的80 .第一次加水后,對型砂緊實率穩定值採用ar模型進行預測,以縮短型砂混制時間.每次加水后,引入修正系數,以適應型砂組成的變化.實驗表明,該數學模型不僅使型砂水分含量在較短時間內達到最佳范圍,同時可指示對型砂組成進行調整,能較好地符合實際情況
  3. The precious method to simulate earthquake accelerations is not perfect because the points on the interface still move according to the simulated acceleration when the points " motion ends, which is obviously a paradox. if the points " velocity is not zeroized, soil ' s damage value based on shear stress ' s peaks or extrema is overestimated in multi - point input analysis. the new method ' s rationality is analyzed

    以往人工合成的地震波在地震結束時即地震加速度恆為零時速度不為零,這與合成地震是「模擬輸入點從靜到運再到靜的運過程」這一要求不一致,同時導致時域內多點輸入分析時差力過大以至算出的損傷值過大,於是本文提出了簡易的地震速度零化方法並分析了其合理性。
  4. Membership termination 5. 1 a member s account that has not recorded any activity for a consecutive period of 6 months will be closed and deleted and all accrued benefits of the member will be cancelled

    會籍5 . 1如會員帳戶在連續六個月內並無記錄任何活,該帳戶將會被結束及刪除,而于會員的全部優惠亦將會被取消。
  5. In this paper, the three level fortification criterion, two stage design method and the elastic response spectrum theory are adopted, and the program of nba ( the program of nonlinear - aseismic analysis for beam bridge ) is used to calculate. through gathering, analyzing and calculating a lot of bridge design materials, this paper induces a simple way to calculate the relative displacement of the beam and the pier, and then according to the current design method, it concludes a better design principle of the supporting length of the beams. at the same time the dynamics is adopted to put forward the design method of the carrying capacity and the lengthen of prestress wire ( steel bar ) falling - off prevention structures of highway bridges

    本論文採用三水準設防、兩階段設計方法、彈性反應譜計算理論,運用橋梁結構非線性地震響應分析程序nba ( theprogramofnonlinear ? aseismicanalysisforbeambridge )進行計算;通過收集大量的實橋設計資料,經分析計算,納總結出計算上下部結構相對位移的簡便計算方法;並綜合國內外的經驗值,提出梁的支承長度se的設計原則;同時運用力學突加荷載的原理,推導分析了預應力鋼絞線式(鋼棒連接式)落梁防裝置設計承載力的計算方法和設計伸長量s _ f的取值;最後本文通過實橋計算,說明了落梁防系統設計的方法。
  6. Weakly terminating property in a restricted domain of a term rewriting system, one with structural induction, one with cover - set induction, and the third without induction, and describes their mechanization based on a meta - computation model for term rewriting systems - dynamic term rewriting calculus

    基於覆蓋集合納法的項重寫系統弱基終性證明的機械化論文提出一種關於一般化了的項重寫系統弱基終性,即,在特定領域的項重寫系統弱終性的形式自證明方法。
  7. As for ordinary crime, it has the following three features : ( i ) the action of crime discontinuance should take place in special stage : ( ii ) the discontinuance of crime should be out of the will of the conductor ; ( iii ) the conductor should give up the conduction of crime for ever. and as for special crime discontinuance, it has four features, i. e. except the foregoing three features of ordinary crime discontinuance, the conductor should take effective measures to prevent the result of crime and practically avoid the happening of the crime result. the third part studies the semi - criminal discontinuance

    在犯罪中的時間性特徵一節中,文章對犯罪預備階段存在犯罪中的可能性和必要性進行了探討,通過與國外刑法典的規定比較,認為從世界各國刑事立法趨勢來看,犯罪預備階段的中行為已不宜再作為犯罪中處罰;此節中,作者還對放棄重復侵害和犯罪既遂后能否成立犯罪中從理論上進行了深入地探討,認為放棄重復侵害的情形下,還需要同時具備有效性條件才可能成立犯罪中,而危險犯既遂后自有效地防實害結果的發生,應作為一種事後的悔罪表現,而不應屬于犯罪中
  8. 8 feng s, cao s, liu s. mechanizing weak termination proving of term rewriting systems by induction. in proc

    本方法是對基於結構納法和項重寫的弱終性形式自證明方法的擴展。
  9. The simulation shows that the non - motorized vehicle moves in snake track and stop in insert style. it corresponds with the characteristic of non - motorized vehicle. the highest density of traffic flow from line regression of its statistic data is in the area of factual data

    模擬表明非機車在運時橫向移靈活,停時呈穿插排列,符合非機車行駛特點;對統計數據進行線性回后得到的最高密度處在實測范圍內。
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