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out frame造句

"out frame"是什么意思   

例句与造句

  1. Outer frame can be alternative of aluminum alloy and galvanized board
    外框有铝合金与镀锌板可选。
  2. Roll - and - shear random cutting run - out frame hydraulic pressure drops in automatic way
    落料系统:液压自动落料随机配两个料架, 3m一个
  3. Stator : this part of the machine does not move and normally is the outer frame of the machine
    定子:电机的这一部分不移动,通常是电机的外部框架。
  4. Super - schedule construction out frame space realizes safe quick with drawing in comprehensive mining working face
    超前施工出架空间实现综采工作面安全撤出
  5. Sound system equipment . part 14 : circular and elliptical loudspeakers ; outer frame diameters and mounting dimensions
    音响系统设备.第14部分:圆形和椭圆形扬声器.外框直径和安装尺寸
  6. It's difficult to find out frame in a sentence. 用out frame造句挺难的
  7. Sound system equipment - guide for circular and elliptical loudspeakers ; outer frame diameters and mounting dimensions
    音响系统设备.第14部分:圆形和椭圆形扬声器外框的尺寸和安装尺寸导则
  8. Outer frame is used advanced digital controled creased bend pipe reduction board machine , impacting processing industry , galvanized board , strong causticity resistance
    外框采用先进的数控折弯机、数控减板机以及数控冲床加工工业,特厚镀锌板,抗腐蚀性极强。
  9. The barrel shape structure work like an overhanging beam and when subjected to earthquake load , its dynamic stress of outer frame is greater than that of inner tube
    超高层筒体结构近似悬臂梁弯曲受力构件,在动力作用下,外框剪力墙的动应力反应要大于核心筒墙的动应力反应。
  10. The analysis showed the strain of section is not plain under moment so that the moment is carried by force couple in the outer frame . 4 . the paper gave the rigid frame - compression bar model for practical computation
    在试验研究的基础上,提出了密肋复合墙板实用设计的钢架斜压杆模型;通过线弹性有限元分析,就其优化设计进行了探讨。
  11. This paper studies the effect on aerodynamic characteristics of the grid fin geometry by choosing different cross - section shape and thickness outer frame , changing the thickness of internal fins and the density of internal honeycomb , comparing the datas obtained from the corresponding wind tunnel tests
    模拟了格栅翼的边框剖面形状和边框厚度以及格栅茎厚度、蜂窝疏密度对格栅翼气动力特性的影响,并把计算结果与实验结果进行了比较。
  12. The research suggests that the failure process of the multi - ribbed composite walls under horizontal seismic loads is : the cracks of the infilled silicate bricks and the cracks of the inner rib beams and rib columns - the cracks of the outer frames ; and that the walls can release energy by stages , showing perfect capacities of energy dissipation and collapse resistance
    研究表明:复合墙板在水平地震力作用下,其破坏过程按“填充砌块?肋梁肋柱?外框架”的顺序进行,分级释放能量;试验中墙板大部分发生剪切滑移破坏;墙板的平均抗剪承载力、延性指标、耗能及抗倒塌能力明显优于组合砖墙。
  13. The wall was equaled to an elastic composite slab with silica bricks as main body and concrete rib beams , columns and outer frame as reinforcing fiber . ( 2 ) elastic - plastic stage . the wall was equaled to a rigid frame - oblique compression bar model in which concrete frame was equivalent to a rigid frame while silica brick was equivalent to a oblique compression bar
    ( 1 )弹性阶段? ?将墙体视为一种以轻质砌块为基体,混凝土肋梁、肋柱、外框为增强纤维的复合材料等效弹性板; ( 2 )弹塑性阶段? ?将墙体视为一个由钢筋混凝土刚架和与之铰接的砌块等效斜压杆组成的刚架斜压杆组合模型; ( 3 )破坏阶段? ?将墙体视为肋梁严重破损的梁铰框架模型。
  14. 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。

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