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lower flange中文是什么意思

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用"lower flange"造句"lower flange"怎么读"lower flange" in a sentence

中文翻译手机手机版

  • 凹面法兰
  • 下法兰
  • 下翼缘

例句与用法

  • This paper researches the plane stiffness of new composite structure for slab on the lower flange , which is compared with the traditional structure for the slab on the top flange
    本文研究了将楼板置于钢梁下翼缘的新型组合结构平面刚度,并和传统的将楼板置于钢梁上翼缘的结构形式的平面刚度和极限承载力作了比较。
  • 962m respectively ) . neighbouring segments are linked with bolts and welding . after the girders were segmented , guesseted plates were used with high - strength bolted oints to connect the web plates , and the higher and lower flange plates were butt - welded
    相邻梁段之间的连接形式为栓焊混合型连接,采用节点板把腹板用高强螺栓连接后上、下翼缘板分别对焊。
  • Under these approaches , the 1if e of the lower flange connection region between a rib 6 and rib 8 of the front bar of some aircraft are estimated and the fatigue life of simulator of the connection region is experimentally tested and the estimation results and the experimental results are compared
    通过用这些寿命估算方法对某型飞机前墙6 8肋段下缘条连接区进行寿命估算与该段连接区模拟试验件进行疲劳试验结果分别进行了分析比较。
  • 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 。
用"lower flange"造句  
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