artificial interference meaning in Chinese
人为干扰
Examples
- By this means , artificial interference can be eliminated while injecting ip3 into cytoplasm and the reliability of the result be guaranteed
该法排除了胞质注射ip _ 3时人为因素的干扰,并克服了一次性注射的不科学性,保证了结果的可靠性。 - 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,在实际基坑工程实践中,人们往往将基坑支护设计的两个层次割裂开来以简化设计,从而在基坑支护优化设计中留下了大量的人为扰动“痕迹” 。 - 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
投资者(业主)如何在众多的竞争者(投标者)中,运用科学的管理手段择优选出符合要求的投标者,是迫切需要解决的问题。有些因素,如企业信誉、机构管理等较难定量分析。加上许多人为因素的影响,使得现行施工招投标的关键环节? ?资格预审和评标中,不严格按招投标程序办事,评审无量化标准。 - 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
面向国际社会竞争,曾司长今年亦创意良多,降低利得税,通过多项减免税款及开放市场,加强本港主要行业,即金融、旅游、电讯等服务的竞争能力及投资吸引力;持续基建投资,改善交通运输系统等措施,都目标准确,手段温和,为市场加添鼓励因素,而又不作出任何人为干扰。 - 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
本文结合重庆市大渡口区“三木花园”开发建设项目,从地下空间静力结构稳定性分析角度出发,针对在该项目中涉及的高层和多层建筑物以及在其地下20米处开挖了一个用于轨道交通的跨度6米,高7 . 5米的地下隧道这一具体工程情况,采用2d - 3d -有限元结构分析程序对高层与多层建筑物的地基基础及其与城市轨道交通使用的地下隧道围岩的应力与位移演变规律进行了有限元数值分析计算,探索了地下空间围岩与高层或多层建筑物地基基础之间的相互影响,通过考虑未受到任何人为扰动影响的天然状态、地表存在多层或高层建筑物状态和地下开挖用于轨道交通的地下隧道状态等三种不同状态以及4个水平剖线和4个垂直剖线等不同情况,从以下几个方面具体分析研究了计算断面的应力与位移分布规律: ( 1 )在各种不同状态下计算断面的主应力矢量图、位移分布图( ux 、 uy )以及应力等值线色谱图( _ 1 、 _ 2 、 _ ( xy ) )等; ( 2 )相同状态下不同水平与垂直剖线的应力_ 1 、 _ 2和_ ( xy )对比分布曲线; ( 3 )不同状态下相同水平或垂直剖线的应力_ 1 、 _ 2和_ ( xy )的对比分布曲线等,为今后在对地下空间的开发利用以及在高层建筑物地下开挖硐室时的工程设计和工程施工提供参考依据。
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