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抗震要求的英文

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"抗震要求"怎么读用"抗震要求"造句

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  • earthquake-proof/shockproof requirements

例句与用法

  • Stability analysis indicates that the safety factor of the dam is suitable and sufficient for a seismic design
    稳定计算的结果也表明,坝坡的安全系数是足够的,满足抗震要求
  • Hence , in order to meet anti - seismic requirements under strong earthquakes , it is necessary to study and calculate elastic - plastic deformations of structures
    为了满足结构在大震作用下的抗震要求,有必要对建筑结构的弹塑性力学特性进行科学的分析。
  • ( 3 ) from the structure measure , each element could n ' t satisfy the need completely . it should be emphasized that the equipments that had n ' t set drop - prevent beams were not matching the need
    还应特别指出的是在排架盖梁上未设防落梁(槽)的装置,不符合抗震要求
  • No enough attention will result in not agreeing with the anti - earthquake request , leave new danger to buildings , and change the building into " dangerous building "
    为防止因增层设计重视程度不够,造成不符合抗震要求的增层房屋的存在,给建筑物留下新的隐患,变为“危房” 。
  • It is obvious that transfer stories are weak . however , the shearwall connected to steel truss transfer stories is good and the overall structure can satisfy seismic fortification requirements
    揭示钢桁架转换层是结构的薄弱环节,与钢桁架相连竖向构件抗震性能良好,整体结构满足抗震要求
  • This revision enhanced the seismic fortification demands , especially in haikou city , resulting in the cost increase . this is difficult to schools which is poor in financing
    这次修改适当提高了抗震要求,但对于海口等地区的抗震要求确有了较大的提高,从而大幅度提高了工程造价,阻碍了高等院校的发展。
  • Secondly , through redefining the relationship between the construct quotation and the seismic design , this article specifies how to reduce the construct quotation based on the seismic design
    通过对工程造价与抗震设计关系的重新定位,阐述了建筑设计在达到抗震要求时,如何降低工程造价,达到二者的最优化。
  • All previous earthquake were indicated that steel frame structures have well resistant - seismic behavior but due to traditional resistant - lateral systems , the resistant - lateral rigidity and ductility of steel structures ca n ' t meet resistant - seismic demands
    历次强烈地震表明,采用钢结构的建筑均具有良好的抗震性能。但传统的抗侧力体系不能经济合理的满足抗侧刚度和延性等抗震要求
  • In this paper , the author chooses a representative building scheme , design the structure with rc frame , special - shaped column frame and short - leg shear wall . the author analysis 3 - dimension elsato - plastic performance of three type of building structures in 7 and 8 defending intensity with the help of canny program . in the process , the author finds that the structure ca n ' t meet the regulation of seismic code in 8 defending intensity
    本文取合肥地区某一典型住宅建筑平面,分别设计成矩形柱、异形柱和短肢剪力墙结构,利用canny程序进行了结构在7度和8度设防情况下的三维弹塑性时程分析,并根据结构在8度设防时已不能满足抗震要求的情况,考虑了在异形柱结构基础上添加支撑的异形柱框架-支撑结构体系,进而研究了不同支撑设置方案下结构的抗震性能。
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