1) intensity coefficient
强度系数
1.
Definition of intensity coefficient of nursing care work and its application in quality evaluation;
护理工作强度系数的确定及其在质量评价中的应用
2.
The formula of load-carrying capacity under axial force leads intensity coefficient into,in order to consider the influence of column interval on the wall load-carrying capacity.
砖砌体和钢筋混凝土柱组合砖墙是《砌体结构设计规范》(GB50003—2001)新增加的内容,其轴心受压承载力计算公式引入强度系数,以考虑柱间距对墙体受压承载力的影响,通过计算分析,完全可以取代较厚砖砌体墙,应用在建筑工程砖混结构、底框砖混结构等下部受力较大的墙体中具有较大的优势。
3.
This paper discusses three types of damage,puts forward corresponded calculation method and formula,and puts forward method which be used to calculate degree coefficient of trees according to damage degree of trees (d) and loss of the value of trees intensity coefficient (ε).
提出林木损失额的价值计量以损毁程度系数(Kd)作为调整值,并且对树木的生理损毁、观赏损毁、生理和观赏部位同时损毁三种受损类型分别进行讨论,提出根据树木损毁程度(d)与价值损失之间的强度系数(ε)来确定损毁程度系数的方法。
2) strength coefficient
强度系数
1.
Moreover,when the relationship among the strength coefficient,the strain- hardening exponent and the mechanical properties is considered,the two methods can be used to estimate the fatigue limits from the conventional mechanical properties.
基于27种合金钢与铝合金的机械、力学性能,分析对比了3种理论估算疲劳极限方法的估算结果,发现3种方法中只有两种方法能够比较精确地估算材料的疲劳极限;当引入强度系数和应变硬化指数与常规机械与力学性能的关系之后,这两种方法都可借助材料的常规机械与力学性能估算疲劳极限,估算过程中的限制性条件"高强度钢"应予取消。
3) strength factor
强度系数
1.
The results show that under the condition of N2 atmosphere, the tensile strength of butt joint is up to about 390 MPa with the strength factor of 0.
结果表明,在氮气保护的条件下,钎焊接头的抗拉强度最高可达到390MPa,强度系数接近0。
2.
This paper introduces the 2003 & 2005 addenda to the 8th edition EJMA Standard and discusses the change of the material strength factor at temperatures below the creep range (Cm).
本文介绍了美国EJMA标准第8版2003年和2005年补遗的情况,汇总了补遗所涉及的修订内容,并对“低于蠕变温度时的材料强度系数Cm”做了探讨比较,以增进对美国EJMA标准的了解。
4) strength variable coefficient
强度变异系数
1.
Effective factors on the strength variable coefficient of polyester staple fiber;
涤纶短纤维强度变异系数的影响因素
5) strength reduction coefficient
强度折减系数
1.
This paper presents the FR steel basic character,then comparison research on the mechanical properties of two fire-resistant(FR) steel and a conventional structural steel have been investigated beween the temperature range of 20～700 ℃,the results show that the strength reduction coefficient of the FR steel is higher than that of the conventional structural steel in the .
介绍了耐火钢的特点,通过试验对普通建筑用钢与两种耐火钢从常温到700℃高温的力学性能进行了对比研究,结果表明:温度在400~700℃之间,耐火钢的强度折减系数比普通建筑用钢高出很多;以钢材常温屈服强度的50%为破坏标准,普通建筑用钢与两种耐火钢的临界温度分别为550℃、650℃、660℃。
6) collapsing strength coefficient
抗挤强度系数
1.
According to the theory of elasticity mechanics, the formula of the collapsing strength coefficient of the perforated casing under outer pressure is derived.
为了深入研究射孔对套管抗外挤强度的影响程度 ,将射孔套管三维力学模型简化为平面孔板力学模型 ,在外挤压力作用下 ,根据弹性力学理论 ,推导出射孔套管抗挤强度系数的理论公式 ,其理论计算结果与国外文献的实验结果吻合。
补充资料：表光合强度(见光合强度)
表光合强度(见光合强度)
forecast of sowing or transplanting time
b iaoguanghe qiangdu表光合强度见光合强度
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条