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后水平的英文

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"后水平"怎么读用"后水平"造句

英文翻译手机手机版

  • horizontal back lever

例句与用法

  • Homology - dependent gene silencing ( hdgs ) , which is the generic term for transcriptional gene silencing ( tgs ) , post - transcriptional gene silencing ( ptgs ) and rnamediated virus - resistance ( rmvr ) have been shown to frequently occur in transgenic plants
    其中,同源依赖的基因沉默又可以分为转录水平的基因沉默和转录后水平的基因沉默。
  • ( 3 ) at post - translation level plant mutual sequence of starting translation aaca and eukaryotic secretory signal peptide sequence was added to 5 ' - flanking region of t - pa gene and kdel ( sequence located to endoplastic reticulum ) to 3 ' - flanking region by pcr amplication and plant expression vector pbemt was constructed
    ( 3 )翻译后水平通过pcr扩增的方式在t - pa基因5端添加了真核分泌信号肽序列和植物翻译起始共有序列aaca ,在3端添加了内质网定位序列kdel ,构建了植物表达载体pbemt 。
  • ( 6 ) conclusion was obtained by the analyzing the mechanics environment and the stability of the lanslide on the right bank after the dam built : the value of the rock mass stress increased and the tensile stress region obviously reduced , the direction of the principal stress was unchangeable the dam and the landslide were stable under the dangerous condition ( the reservoir and at the same time the earthquake was viii ) , but when the water lever suddenly fell and did not think of other force , safe factor evidently reduced , the dam and the landslide will be destroyed under the most dangerous condition ( the water lever suddenly fell and at the same time the earthquake was vi ) ; the stability of the landslide will be destroyed by the horizontal thrust under the most dangerous condition or ; the physical and mechanical parameter will be reduced due to long period filter , the landslide will be destroyed too
    ( 6 )建坝工程荷载条件下河谷岩体力学环境分析及右岸古滑坡体的稳定问题分析得出:建坝后河谷的岩体应力量值明显增高,同时左岸的张应力区的范围及量值明显减小,主应力的方向依然与模型的底边界垂直;大坝建成后逐渐蓄水阶段以及同时考虑本区最强地震力的作用等各种不同的工况条件时,滑坡体及坝体总体上仍处于稳定状态;水位骤降时,在未考虑其他外力作用的情况时,滑体的安全系数将显著降低。若考虑水位骤降及本区最大地震力的共同作用,坝体将在滑坡体下滑推力的作用下产生破坏;建坝后水平推力对右岸古滑坡体稳定性的影响分析可以看出,在最危险的工况条件下,坝体及滑坡体也将处于临界状态;在长期渗透变形的作用下,由于滑带的物理力学参数的降低而有可能导致坝体失稳破坏。
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