查询词典 modulus

According to the results of triaxial compression test, the relationship of cement soil mixed with or without glass fiber concerning stress and strain in different ages and confining pressures was analyzed. Meanwhile, some parameters of cement soil mixed with glass fiber, such as shearing strength parameter, modulus of deformation and relationship between compression strength and deformation modulus were obtained.

根据玻璃纤维-水泥土的三轴压缩试验结果，分析了其在不同围压与龄期下的应力-应变关系，并得到玻璃纤维-水泥土的剪切强度参数、变形模量E50及变形模量与抗压强度qu的关系。

Dynamic rheological test was introduced and the dynamic shearing modulus G', the loss modulus Gand the complex viscosity of coatings were measured.

把流变动态测试引入铸型涂料的研究，测量出了铸型涂料的动态剪切模量G〓、损耗模量G〓和复合粘度η〓。

Finally the terramechanics parameters of the lunar soil were calculated as:the deformation modulus K=1635 kN/mn+2,the sinkage exponent n=1.22 and the shearing strength displacement modulus k=1.35 cm.

最后，计算出了月壤的变形模量K为1635 kN/mn+2、变形指数n为1.22，剪切变形模量k为1.35 cm。

Finally the terra-mechanics parameters of the lunar soil were calculated as: the deformation modulus K=1635kN/m(superscript n+2), the sinkage exponent n=1.22 and the shearing strength displacement modulus κ=1.35cm.

最后，计算出了月壤的变形模量K为1635kN/m(上标 n+2)、变形指数n为1.22，剪切变形模量k为1.35cm。

Through making diagrams using matlab program ,first we must know submits the shearing force coefficientα_s, the space characteristic Tg, stiffness concern a modulusβ, biggest shearing force coefficientα_.Then we can get shaking tier of base shearing force modulusαand shaking tier of displacement across D, which will define structure basis shearing force F_ and verify if structure displacement D satisfy standard structure request displacement . Therefore, the designer can estimate the earthquake reaction of the composite base isolation structure directly.

通过matlab编程，制作图表，在给定屈服剪力系数α_s，场地特征周期T_g ，刚度关系系数β，最大剪力系数α_情况下，可得到隔震层基底剪力系数α和隔震层位移D，从而确定结构基底剪力F_，并验证结构位移D是否满足规范结构要求位移，设计人员可以直接估算出复合隔震结构的地震反应。

Such a diagram will show a definite straight-line portionin which the shearing stress is directly proportional to the shearing strain, Like the normal stress-strain ratio, the ratio of the two shear quantities, is known as the modulus rigidity or shear modulus of elasticity.

这个图表中的直线部分明确表示出剪切应力与其产生的相应的剪切应变。象常规的应力应变比值一样，此两者剪切量之间的比值，被称为弹性剪切模量或者硬度系数。

5The failure strains of cement-soil are calculated, and initial tangent modulusand average deformation modulus of cement-soil with same cement mixing content arecalculated. Then fit them with strength. The relation between ultimate deformationmodulus and strength, cement-soil of same curing period, is fitted too. The conclusionis that deformation modulus of cement-soil with some stock-still time are close to thesewhich compacted without stock-still time.

5计算分析了水泥土的破坏应变；计算了相同水泥掺入比水泥土的初始切线模量和平均变形模量，将它们与抗压强度的关系进行拟合，将同龄期水泥土的极限变形模量与抗压强度进行拟合，结果表明，一定静置时间的水泥土的变形模量与t=0h的水泥土的变形模量相差不大。

The strawboard bonded with NaOH modified SPI adhesive showed the best properties with the temperature of 140℃, pressure of 8MPa, time of 10 min, and initial moisture content of 30%. The properties are as the following: tensile strength 2.70MPa, modulus of rupture 8.42MPa, modulus of elasticity 456.33MPa, and with the water absorption of 102.34%.

试验结果表明，NaOH改性大豆分离蛋白胶粘剂条件下，当模压温度为140℃，压力为8MPa，成型时间为10min和稻秸初始含水率为30％时，稻秸板的抗拉强度为2.70 MPa，静曲强度为8.42 MPa，弹性模量为456.33 MPa，阻水性为102.34％。

The strawboard bonded with urea modified SPI adhesive showed the best properties with the temperature of 150℃, pressure of 8MPa, time of 20 min, and initial moisture content of 30%. The properties are as the following: tensile strength 1.92MPa, modulus of rupture 12.9MPa, modulus of elasticity 581.16MPa, and with the water absorption of 112.09%.

试验结果表明，脲素改性大豆分离蛋白胶粘剂条件下，当模压温度为150℃，压力为8MPa，成型时间为20min和稻秸初始含水率为30％时，稻秸板的抗拉强度为1.92 MPa，静曲强度为12.9 MPa，弹性模量为581.16 MPa，阻水性为112.09％。

The density of bone mineral substance and femoral geometry size and polar moment of inertia and torsional section modulus and rectangular moment of intertia and rectangular section modulus and biomechanics capabilities were determined.

连续给药90 d后处死大鼠，测定股骨的几何尺寸、极惯性矩、抗扭截面模数、截面惯性矩、抗弯截面模数、骨矿密度和股骨的生物力学试验。

The split between the two groups can hardly be papered over.

这两个团体间的分歧难以掩饰。

This approach not only encourages a greater number of responses, but minimizes the likelihood of stale groupthink.

这种做法不仅鼓励了更多的反应，而且减少跟风的可能性。