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框格的英文

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"框格"怎么读用"框格"造句

英文翻译手机手机版

  • bar
    ◇框格玻璃 pane

例句与用法

  • You can move this sash to divide the screen space between the controls
    可移动此框格,在控件间分隔屏幕空间。
  • Style that , when present , makes the movement of the sash more fluid
    样式,在使用此样式时,框格的移动更流畅。
  • Keep an ear to determine whether the speaker fulfilled ? or didn ' t fulfill ? these objectives and jot a brief reminder down in this category
    你可以利用框格内外的空间将这些目标写下来,然后倾听演讲内容、判断讲者表现是否符合这些标准,同时用最简洁的文字写出你的评语。
  • Test showed that under level loads the damage process of multi - ribber slab was according to the order of silice bric ^ concrete frame ^ outer gimbal , released energy classificately , had perfect energy consume and anti - collapse capacity
    试验表明密肋复合墙板在水平荷载作用下破坏过程按“砌块,框格,外框”的顺序进行,能够分级释放能量,表现出了良好的耗能能力及抗倒塌能力。
  • As one of the . most effective rock shoring forms , rock - bolt reinforcement is still in use combining with some shoring forms such as three - dimensional vegetable netting , insufflating - virescence reinforcement , sash reinforcement and their effects are very distinctly
    但作为减小岩体侧向变形、增强边坡稳定的锚杆支护作为最有效的岩质边坡的支护方式之一,仍广泛地于三维植被网、边坡绿化喷播、框格防护等形式结合进行边坡防护,效果非常明显。
  • Though much progress has been achieved in previous study , there still remains a lot to be studied and perfected . the thesis is devoted to study on the multi - ribbed slab wall , the main bearing member in mrss , including its mechanism , failure mode , aseismic capability , mechanical models , ultimate bearing capacity and aseismic design based on control . the paper mainly accomplished such work as follows : 1 ) based on test research on multi - ribbed slab wall , the paper proposed the member ' s failure modes under horizontal loads , analyzed the co - performance between the inner frame and the infilled silica bricks and that between the slab and the outer frame , discussed the wall ' s bearing capacity , rigidity , deformation , ductility and energy dissipation ability in different modes , and put forward a simplified mechanical model of the slab wall under vertical loads
    本文针对密肋壁板结构的主要受力构件? ?密肋复合墙体为研究对象,就其受力机理、破坏模式、抗震性能、三阶段力学模型、极限承载能力以及基于控制的抗震设计方法等进行了较为详细的研究,完成的主要工作有: 1 )通过对密肋复合墙体在水平低周反复荷载和单调荷载作用下的试验研究,提出了墙体的主要破坏模式;分析了框格与内部填充砌块、墙板与外框的共同工作的受力特点;探讨了不同破坏模式情况下墙体的承载能力、刚度、变形、延性、耗能等抗震性能,并给出了竖向荷载作用下密肋复合墙体的简化力学模型。
  • Based on tests of nine 1 / 2 - scaled model slabs under vertical loads , the paper analyzed load - deformation curve and proposed limit value of height - width ratio under axial loads . 2 . based on aseismic tests , the paper put forward a model of concrete frame , silica brick and a combination of the two , proposed that the silica brick works as a 45 compression bar , analyzed the factors which may influence bearing capacity of the slab and advised a formula including the numbers of bays and of storeys of the frame
    通过对墙板模型的抗震性能试验研究,建立了由钢筋混凝土框格、砌块以及两者协同作用三个部分组成的承载力极限状态下的理论简化计算模型;提出了墙板中填充块等效斜压杆宽度按45度计算的统一量化标准;分析了影响墙板承载力的主要影响因素,给出了表达墙板框格层数和跨数不同的斜截面承载力实用设计计算公式。
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