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破坏范围的英文

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"破坏范围"怎么读用"破坏范围"造句

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  • extent of damage

例句与用法

  • Now , this has been caiibrated to track their disruption fieid
    这个是被设计来测量他们的破坏范围
  • Principle and method of detecting fractured zones of soft rock roadway by seismic technology
    软岩巷道围岩损伤破坏范围的地震探测研究
  • When the glomerular / glou ' merjulo / destruction is extensive , serious impairment of renal / ' ri : nl / function results
    如肾小球的破坏范围广泛,就会引起严重的肾功能损害
  • Finally , an applied formula of beam ' s shear resistance is advanced when the beam ' s shear failure model is the shear - compression failure
    最后把剪压破坏范围内的理论抗剪公式进行简化,提出一实用的抗剪计算公式。
  • If you explode too close to impact , perhaps you ' ll get hit by several fragments rather than one , so you spread out the area of damage
    如果为了保证效果而使爆炸距离太近,到时候地球可能会被很多爆炸碎块击中,就不是单单一个小行星的问题了,这样反而会使破坏范围扩大。
  • Abstract : based on the site actual measurements , the inversion analysis on the d estroy range of roof and floor by the combined mining of thin seams was made by using numerical modeling
    文摘:以现场实测结果为基础,利用数值模拟与反演方法分析了薄煤层联合开采的顶、底板破坏范围
  • The rock anchor beam is the most difficult and demanded in excavating underground factory , its quality will affect its safety of performing later , as a result , a better quality and smaller crushedregion is demanded
    在水电站地下厂房开挖中,岩锚梁开挖难度大、质量要求高,该部位成型质量的好坏将直接影响今后厂房内吊车的运行安全。岩锚梁开挖要求其具有良好的开挖轮廓面和较小的破坏范围
  • Make using of the critical point of the arch failure transiting to the tooth failure ( which is also the point when the non - stirrup beam ' s shear bearing capacity arrives to its minimum ) which is advanced in the arch - tooth theory of beams without shear reinforcement by g . kani and the critical point of the diagonal - tension failure transiting to the shear - compression failure which is advanced in the anti - theory , the minimum shear resistance of general bea ms which is destroyed in the range of shear - compression failure is advanced
    利用g . kani提出的拱?齿理论中的无腹筋梁的拱齿破坏的分界点(也就是无腹筋粱的最小抗剪承载力点) ,再结合前述理论中所提出的梁剪压破坏和斜拉破坏的分界点,提出了梁在延性的剪压破坏范围内的最小抗剪承载力,并与混凝土结构设计规范gb50010 - 2002比较,结果吻合较好。
  • The minimum shear resistance of beams in the paper is close to the one in the code for design of concrete structures " gb50010 - 2002 ' . according to the actual project , the destroy of 448 kinds of beams are analyzed by computer by taking account of the effective coefficient " " of the strength of concrete confined by hoops , the relationship with the section property of beams , the critical point of the arch - rib failure transiting to the shear - compression failure which is advanced in the anti - theory , and the contribution to the beam ' s shear resistance of the concrete in the shear - compression zone
    引用箍筋约束混凝土的有效系数,利用其与梁截面特性的关系并结合理论分析中提出的梁剪压破坏与斜压破坏的分界点,同时考虑了剪压区混凝土的抗剪贡献,从工程实际出发,编程拟算了448种梁构件的破坏情况,计算结果表明,梁发生在剪压破坏范围内的最大抗剪承载力值比混凝土结构设计规范gb50010 - 2002值略高。
  • Based on the bedding features of weak intercalations in sandstone plates near the top of underground cavity , the probable failure scale of bedding sliding , the probable settlement , the folding places and the critical length of sandstone beams are computed seperately , then the stability of underground cavity is analysed
    针对地下工程顶部层状砂岩中存在顺层发育软弱夹层的情况,分别对开挖后可能出现的层间滑动破坏范围、岩板的沉降、折断和临界长度进行计算,并分析其稳定性。
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