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floorslab中文是什么意思

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用"floorslab"造句"floorslab"怎么读"floorslab" in a sentence

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  • 楼板

例句与用法

  • Each of such bodies as tunnel lining, road way and road surface floorslab has only one inspection face, and the shock echo method has become a new technique for detecting thickness and defects
    摘要隧道衬砌、路道、路面楼板等只有一个检测面,冲击回波法成为新的厚度及缺陷检测方法。
  • This paper establishes a dynamic computational method for isolated structures with floorslab deformation, and the dynamic behavior of some irregular structures with or without isolation is analyzed in the case of floorslab deformation
    摘要建立了考虑楼板变形时的隔震结构动力计算方法,并针对非规则结构中几种需要考虑楼板变形的情况,进行了隔震前后的动力性能计算分析研究。
  • This paper establishes a dynamic computational method for isolated structures with floorslab deformation, and the dynamic behavior of some irregular structures with or without isolation is analyzed in the case of floorslab deformation
    摘要建立了考虑楼板变形时的隔震结构动力计算方法,并针对非规则结构中几种需要考虑楼板变形的情况,进行了隔震前后的动力性能计算分析研究。
  • Plastic theory suggests, the composite beam for the floorslab is suited lower flange, it s plastic limit moment cuts down by 52.4 % than the composite beam for the floorslab is suited on the top flange . it s plastic limit moment lifts 8.8 % than the steel beam, which is on the same condition
    塑性理论分析的结果表明,楼板位于钢梁下翼缘形式的组合梁和楼板位于钢梁上翼缘形式的组合梁截面相比较,其塑性极限弯矩降低52.4,和同等条件下纯钢梁截面相比较,楼板位于钢梁下翼缘的组合梁塑性极限弯矩提高8.8。
  • Plastic theory suggests, the composite beam for the floorslab is suited lower flange, it s plastic limit moment cuts down by 52.4 % than the composite beam for the floorslab is suited on the top flange . it s plastic limit moment lifts 8.8 % than the steel beam, which is on the same condition
    塑性理论分析的结果表明,楼板位于钢梁下翼缘形式的组合梁和楼板位于钢梁上翼缘形式的组合梁截面相比较,其塑性极限弯矩降低52.4,和同等条件下纯钢梁截面相比较,楼板位于钢梁下翼缘的组合梁塑性极限弯矩提高8.8。
  • Elastic theory and plastic theory are adopted in the analysis of the two section composite beam . elastic theory suggests, on the condition of the same steel beam section size, the composite beam for the floorslab is suited lower flanges convertion section stiffness cuts down by 75.1 %, elastic limit bending resistant capability cuts down by 47.9 %, than the composite beam for the floorslab is suited on the top flange . it s conversion section stiffness is lifted 8.0 %, elastic limit bending resistant capability is lifted 0.20 %, than the steel beam
    弹性理论分析的结果表明,在钢梁截面大小相同的条件下,楼板位于钢梁下翼缘的组合梁和楼板位于钢梁上翼缘的组合梁相比,其换算截面刚度降低75.1,梁的弹性极限抗弯承载力降低47.9,楼板位于钢梁下翼缘的组合梁和纯钢梁相比,其换算截面刚度提高8.0,梁的弹性极限抗弯承载力提高0.2。
  • Elastic theory and plastic theory are adopted in the analysis of the two section composite beam . elastic theory suggests, on the condition of the same steel beam section size, the composite beam for the floorslab is suited lower flanges convertion section stiffness cuts down by 75.1 %, elastic limit bending resistant capability cuts down by 47.9 %, than the composite beam for the floorslab is suited on the top flange . it s conversion section stiffness is lifted 8.0 %, elastic limit bending resistant capability is lifted 0.20 %, than the steel beam
    弹性理论分析的结果表明,在钢梁截面大小相同的条件下,楼板位于钢梁下翼缘的组合梁和楼板位于钢梁上翼缘的组合梁相比,其换算截面刚度降低75.1,梁的弹性极限抗弯承载力降低47.9,楼板位于钢梁下翼缘的组合梁和纯钢梁相比,其换算截面刚度提高8.0,梁的弹性极限抗弯承载力提高0.2。
  • In practical application, it is often applied and extensively to floorslab structure in particular, and has prominent advantages as economizing materials, convenienting for construction, being in favor of resisting earthquake action, better monolithic property than assembled concrete structure
    在工程实际应用中,特别是在楼盖结构上的应用较为广泛,且优点比较突出。这种结构整体性好,抗震性能优越(相对装配式结构而言),节省三材,施工方便且缩短工期(相对整浇结构而言)。
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