换算截面的英文

• transformed composite cross section
• transformed section
• transformer section

• "换算"英文翻译    matrixing; scaler; conversio ...
• "截面"英文翻译    section; cross section; cros ...
• "换算截面面积" 英文翻译 :    area of transformed section
• "换算截面模量" 英文翻译 :    section modulus of transformed section; section steel
• "换算截面惯性矩" 英文翻译 :    second moment of area of tranformed section; second order effect due to displacement
• "折算截面法" 英文翻译 :    method of transformed section
• "制算截面" 英文翻译 :    principal design sections
• "有效折算截面" 英文翻译 :    effective equivalent section
• "原木构件计算截面" 英文翻译 :    checking section of log structural member
• "钢筋混凝土的折算截面法" 英文翻译 :    method of transformed section
• "换算" 英文翻译 :    [数学] matrixing; scaler; conversion; convert; translation◇换算表 conversion table; equivalent table (例如长度单位的); reference table; conversion; transformation; scaling; reforming; reduction; 换算公式 reduction formula; 换算器 scale unit; scaling uniting; route marker
• "截面" 英文翻译 :    [数学] [物理学] section; cross section; crossover; scarf; scarph 截面图 sectional drawing; 横截面 cross section; 正截面 normal section; 截面分析 cross-section analysis
• "换算,转换" 英文翻译 :    conersion; conversion
• "换算板" 英文翻译 :    conversion board
• "换算比" 英文翻译 :    substitution ratio
• "换算表" 英文翻译 :    commutation tables; conversion chart; conversion table; conversiontable; reference table; referencetable
• "换算的" 英文翻译 :    equated
• "换算法" 英文翻译 :    barter; conversion
• "换算率" 英文翻译 :    conversion rate; conversion;rate; equation factor; rate of exchange
• "换算器" 英文翻译 :    scale unit; scaler
• "换算式" 英文翻译 :    transform
• "换算图" 英文翻译 :    conversion chart; nomograph
• "换算箱" 英文翻译 :    twenty-feet equivalent unit (teu); twentyfoot equivalent units
• "换算值" 英文翻译 :    scaled value
• "排量，换算" 英文翻译 :    capacity, conversion

• Second moment of area of tranformed section
  换算截面惯性矩34
• Section modulus of transformed section
  换算截面模量34
• Area of transformed section
  换算截面面积
• The method of elastic analysis is adopted according to the classification of the cross section
  根据截面类型的划分而采用以换算截面理论为基础的弹性分析方法。
• The results from the elastic method and the elasto - plastic method presented in the paper agree better with test results than those from changing - section method and simple plastic method , and it is more superior in calculating the resistance to shear for the proposed methods
  用本文提出的组合梁弹性计算方法和弹塑性计算方法比换算截面法和简化塑性法算出的结果与试验结果吻合更好，在抗剪承载力的计算上本文理论更显优越。
• 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 。
• On the basis of relative researches in the world , according to the study status of steel - concrete composite slab , which would be widely used in modern bridge , modified equivalent inflexibility of steel - concrete composite slab was deduced by use of conversion section principle in this paper ; based in this , this paper put forwards the theory of ultimate flexural capacity of steel - concrete composite slab in consideration of slip effect , and introduces the practical simplified method for calculating flexural deformation of steel - concrete composite slab in consideration of the effect of steel studs and welded wire , and conclude that the methods in this paper is veracious and reliable , comparing with the traditional calculating mode ; morever , this paper put forwards the calculating theory and program of the effect analysis of creep and shrinkage to steel - concrete composite slab , using conversion elastic modulus principle , and testifies that the theory is right and the program is reliable and practical
  本文在国内外研究成果的基础上，针对压型钢板与混凝土组合板结构在现代桥梁建设中广泛应用前景和研究现状，利用换算截面法导出了压型钢板与混凝土组合板结构的修正等效惯性矩；在此基础上，又推出了考虑压型钢板与混凝土之间的相对粘结滑移影响的压型钢板与混凝土组合板结构极限抗弯承载能力计算理论，并介绍了考虑栓钉、联结件影响的压型钢板与混凝土组合板结构简化实用挠曲变形计算公式，而且通过与传统计算理论的分析比较，表明本文提出的计算理论公式的准确可靠性；此外，采用换算弹性模量比法着重提出了压型钢板与混凝土组合板结构的徐变、收缩效应分析的计算理论和程序，并通过实例分析计算证明了理论的正确性、程序的可靠性和实用性。
• For the cantilever beam , the theoretical stiffness and limited capacity are slightly less than the test ones if considering only the steel beam and the reinforced bars in the negative moment zone with the concrete in the tension zone ignored
  结果表明：简支组合扁梁，忽略弹性中和轴以下受拉的混凝土的影响，采用等效换算截面方法计算所得的刚度和极限承载力与试验结果比较吻合；悬臂梁只考虑混凝土板中配置的负弯矩钢筋，忽略混凝土，计算所得的刚度和极限承载力比试验结果略微偏小，但相差不大。