artificial interference中文什么意思

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用"artificial interference"造句

人為干擾

artificial: adj. 1.人工的，人造的；人為的 (opp. nat ...
interference: n. 1.沖突，抵觸。 2.干涉，干預(yù)。 3.妨礙，打擾 ...
interference: n. 1.沖突，抵觸。 2.干涉，干預(yù)。 3.妨礙，打擾，阻礙物。 4.【物理學(xué)】干擾；干涉。 linguistic interference本族語對外語學(xué)習(xí)的干擾。 stop interference from outside 制止外來干涉。 run interference for (橄欖球賽中)保護(帶球者)以防對方搶球。
interference in: 干涉，介入
interference with: 對…干擾; 妨礙，打擾

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By this means , artificial interference can be eliminated while injecting ip3 into cytoplasm and the reliability of the result be guaranteed
該法排除了胞質(zhì)注射ip _ 3時人為因素的干擾，并克服了一次性注射的不科學(xué)性，保證了結(jié)果的可靠性。
Considering these two difficulties , people often separate the two levels of the design of the retaining and protecting engineering for simplicity in practice . therefore , there exist lots of vestiges of artificial interference in the optimization desig n of the retaining and protecting engineering
正因如此，在實際基坑工程實踐中，人們往往將基坑支護設(shè)計的兩個層次割裂開來以簡化設(shè)計，從而在基坑支護優(yōu)化設(shè)計中留下了大量的人為擾動“痕跡” 。
It is rather difficult to quantitatively analyze some factors , such as the credit of an enterprise , the management of organization , etc . , what ' s more , due to the influence of many artificial factors , the critical work of present pre - examination about qualification and the tenders , assessment has not been strictly executed according to the procedure of the invitation of bids and tenders , and there is no quantitative standards for such assessment , much qualitative analyses , little quantitative analysis , much artificial interference factors , caused it difficult to eliminate the " favor scores " , with great random , so it is not easy to carry out
投資者(業(yè)主)如何在眾多的競爭者(投標(biāo)者)中，運用科學(xué)的管理手段擇優(yōu)選出符合要求的投標(biāo)者，是迫切需要解決的問題。有些因素，如企業(yè)信譽、機構(gòu)管理等較難定量分析。加上許多人為因素的影響，使得現(xiàn)行施工招投標(biāo)的關(guān)鍵環(huán)節(jié)? ?資格預(yù)審和評標(biāo)中，不嚴(yán)格按招投標(biāo)程序辦事，評審無量化標(biāo)準(zhǔn)。
Confronting competition from the international community , mr . tsang has come up with a series of novel ideas ; reducing profits tax ; providing various tax concessions and further opening up the market to boost competitiveness and create a better investment environment for such major industries as finance , tourism and telecommunications ; investing in infrastructure ; and improving transportation networks . all these measures are set out with specific targets to be met by moderate means so as to boost the market without artificial interference
面向國際社會競爭,曾司長今年亦創(chuàng)意良多,降低利得稅,通過多項減免稅款及開放市場,加強本港主要行業(yè),即金融、旅游、電訊等服務(wù)的競爭能力及投資吸引力；持續(xù)基建投資,改善交通運輸系統(tǒng)等措施,都目標(biāo)準(zhǔn)確,手段溫和,為市場加添鼓勵因素,而又不作出任何人為干擾。
In this paper , the finite - element numerical analysis calculation is applied to the foundation of high - rise and multi - floor building and the evolvement law of stress and displacement of tunnel used by urban traffic to explore the mutual influence between the wall rock of underground space and high - rise building foundation , taking account of the specific construction situation in the " sanmu garden " project in dadukou district in chongqing , from the perspective of underground space static - force structure stability analysis to open a underground tunnel with 6m in span and 7 . 5m in height for track traffic 20m below the surface . this paper , taking considerations of three different states , i . e . the natural state without any artificial interference , the state of high - rise buildings on the surface , and the underground tunnel state with excavation for track traffic , and four plane lines and four vertical lines , analyzes and studies the distributing law of stress and displacement of calculation section from the following aspects : ( 1 ) the main stress vectorgraph , displacement distribution graph ( ux , uy ) and chromatogram graph of stress isoline ( 1 , 2 , xy ) of section under different states ; ( 2 ) the contrastive distribution curve of stress ( 1 , 2 , xy ) of different plane and vertical lines under the same state ; ( 3 ) the contrastive distribution curve of stress ( 1 , 2 , xy ) of the same plane and vertical lines under different states , wishing to provide references for underground space utilization and project designing and construction of the tunnel under high - rise buildings in the future
本文結(jié)合重慶市大渡口區(qū)“三木花園”開發(fā)建設(shè)項目，從地下空間靜力結(jié)構(gòu)穩(wěn)定性分析角度出發(fā)，針對在該項目中涉及的高層和多層建筑物以及在其地下20米處開挖了一個用于軌道交通的跨度6米，高7 . 5米的地下隧道這一具體工程情況，采用2d - 3d -有限元結(jié)構(gòu)分析程序?qū)Ω邔优c多層建筑物的地基基礎(chǔ)及其與城市軌道交通使用的地下隧道圍巖的應(yīng)力與位移演變規(guī)律進行了有限元數(shù)值分析計算，探索了地下空間圍巖與高層或多層建筑物地基基礎(chǔ)之間的相互影響，通過考慮未受到任何人為擾動影響的天然狀態(tài)、地表存在多層或高層建筑物狀態(tài)和地下開挖用于軌道交通的地下隧道狀態(tài)等三種不同狀態(tài)以及4個水平剖線和4個垂直剖線等不同情況，從以下幾個方面具體分析研究了計算斷面的應(yīng)力與位移分布規(guī)律： ( 1 )在各種不同狀態(tài)下計算斷面的主應(yīng)力矢量圖、位移分布圖( ux 、 uy )以及應(yīng)力等值線色譜圖( _ 1 、 _ 2 、 _ ( xy ) )等； ( 2 )相同狀態(tài)下不同水平與垂直剖線的應(yīng)力_ 1 、 _ 2和_ ( xy )對比分布曲線； ( 3 )不同狀態(tài)下相同水平或垂直剖線的應(yīng)力_ 1 、 _ 2和_ ( xy )的對比分布曲線等，為今后在對地下空間的開發(fā)利用以及在高層建筑物地下開挖硐室時的工程設(shè)計和工程施工提供參考依據(jù)。

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