reduction factor
缩减系数：在数学和工程学中
常用释义
英式发音
美式发音
基本释义
- 缩减系数：在数学和工程学中，指将某个量或数值缩小的系数或比率。
例句
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1·Based on the parameter analysis, a more reasonable reduction factor is presented in the deformation formula.因此通过对该试验的数据进行参数分析，提出了一个变形计算公式中较合理的折减系数。
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2·Therefore, the space charge reduction factor equation based on the sheath helix model is inappropriate at high frequency.因此，使用螺旋导电面模型在较高频段计算空间电荷降低因子是不合适的。
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3·The global stability criterion of cavern group is established based on the K-?E relation, where K is the strength reduction factor and ?E关系曲线的库群整体稳定性和破坏的关键判据，其中，K为强度折减系数，?。
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4·The resistance reduction factor is suggested as a fixed value of 0.90, regardless of the strain level of the tensile steel reinforcement.基于对抗力折减系数的参数研究结果，无论钢筋的应变水平如何，建议取固定值0.90。
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5·The study shows that the difference of the space charge reduction factor between the sheath model and the perfect conducting tube is small at high frequency.结果表明，螺旋导电面模型相对理想导电圆筒中的空间电荷降低因子在较高频段变化不大。
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6·Moments on basement foundation beams considering rigid zone of pile caps and pulling resistance of piles are analyzed. Reduction factor of midspan moment is gained.在考虑地下室基础承台刚域及抗拔桩布置的情况下，对基础梁的弯矩计算进行分析推导，得出了跨中弯矩的折减系数计算公式。
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7·This paper gives the elastic differential equation of collapse of perforated casing, and a general formula for reduction factor of elastic collapsing by perturbation method.建立了射孔段套管弹性抗挤性能分析控制一般方程，并采用摄动理论给出了的孔段套管弹性抗挤能力降低系数一般计算公式。
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8·This paper also presents a reduction factor of strength required for checking shock strength based on the test results of embedded elements under low period repeated loading.文章还根据预埋件在低周反复荷载作用下的试验结果，提出了在进行抗震强度验算时所需的强度折减系数。
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9·The factor of life scatter is used for depicting the dispersibility of fatigue strength in low cycle fatigue, but in high cycle fatigue is the fatigue strength reduction factor.低周疲劳常采用寿命分散系数描述结构疲劳强度的固有分散性，而高周疲劳采用疲劳强度减缩系数来描述。
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10·In calculating the seismic force of high-rise steel structures, the periods should be multiplied by a reduction factor (0.9) to account for the stiffness due to non-structural elements.在计算高层钢结构地震剪力时， 周期应乘以0.9 折减系数以考虑非结构构件对刚度的影响。