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承受水平的英文

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"承受水平"怎么读用"承受水平"造句

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  • acceptor level

例句与用法

  • Bases which carry horizontal load, for example under arches, are usually called abutments .
    承受水平荷载的底座,例如拱底下的底座,一般称为拱座。
  • Concrete arches are an economical way to transfer loads to the ground where foundation conditions are adequate to resist horizontal loads .
    当基础条件足以承受水平荷载时,混凝土拱桥确是一种能使荷载传递到地基上去的经济有效的桥型。
  • Pile foundation should not only bear axial loading but also bear lateral loading . the role mechanism of pile and earth is very complex under lateral loading
    桩基除了承受轴向承载力还要承受水平荷载,在水平荷载作用下,桩与土的作用机理十分复杂。
  • During the three decades lately , a number of experimental study used to resist horizontal and vertical loads of spread foundations are carried out worldwide
    近三十年来,国内外对承受水平和铅直荷载的输电线路杆塔基础进行了大量卓有成效的试验研究。
  • ( 3 ) total coefficient of modulation of moment for the frame applied horizontal load and vertical load is bigger than that of the same frame applied vertical load
    ( 3 )框架既承受水平荷载又承受竖向荷载时的总弯矩调幅系数比相同结构只承受竖向荷载的总弯矩调幅系数大。
  • The former consists of sandwich panel and frame structure , becoming light weighted frame slab structure . in this system the frame and the sandwich panel together resist horizontal and vertical loads
    有骨架体系由夹芯板与框架结构组合而成,形成框架轻板建筑,框架与夹芯板共同承受水平和垂直荷载。
  • The diaphragm wall of top down construction not only supports the horizontal loads at stage of the temporary construction , but also bears vertical loads , as a part of the main structure , the outer wail of the basement
    逆作法施工中的地下连续墙不仅在施工时起临时支护作用,承受水平荷载,而且可直接作为地下室的外墙,并承担一定的竖向荷载。
  • Nowadays , the pcc pile have been widely used for soft ground improvement and application of foundation engineering . the behavior of pcc pile , that subjected to lateral load has been studied in this paper . the behavior of the pcc pile has involved moment and horizontal displacement and load of pcc pile . they are studied by in the physical model experimen , field test finite element numerical analysis , and exponential progression solution . in additional , the comparatively computal analysis are carried out among pcc pile , cast - in - situ concrete circular pile , prefabricate concrete square pile , and obtain some signification conclusion
    本文主要围绕现浇混凝土薄壁管桩(以下简称pcc桩)这一新型的桩基结构型式的水平承载性状展开研究,通过室内模型试验、现场试验、有限元数值模拟分析试验及弹性幂级数解析法分析等手段,对pcc桩水平承载的桩身受力性状,桩身挠曲位移,桩身弯距分布,桩与桩周土相互作用的地基反力等几方面进行了初步的探讨和研究,最后将pcc桩与目前工程中的两种常用于承受水平荷载的桩型进行对比计算分析,得到有意义的结论。
  • 5 , comparatively computation analysis is carried out among pcc pile and cast - in - situ concrete circular pile and prefabricate concrete square pile by program which is develop in the paper . two angles such as the same diameter and transect area of the pile are analysed . the advantages of the pcc pile have been proven on the aspects of technique and economy in the paper
    5 、将pcc桩和工程中常用于承受水平荷载的灌注圆形桩及预制方形桩进行了对比计算分析,从相同的桩径和等效的截面积两个角度论证了pcc桩在承受水平荷载时的技术经济的优越性,从对比分析中证明了pcc桩优于其他桩型的薄壁性能。
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