|
The test results can be visualy displayed on the screen.
|
|
|
测试系统简单可靠、测试结果显示直观。 |
|
The test results have been very discouraging .
|
|
|
测试结果很让人沮丧。 |
|
The test results indicate that carbon fiber reinforced polymer(CFRP) specimens subjected to aggressive environments shows good durability with no significant degradation in tensile strength and modulus, however, glass fiber reinforced polymer(GFRP) specim
|
|
|
结果表明：碳纤维增强复合材料(CFRP)的耐久性能较好，在各种暴露条件下，其力学性能没有明显退化；玻璃纤维增强复合材料(GFRP)的耐久性能略差，水环境、碱环境、湿热环境以及冻融循环对其均产生了较大影响。 |
|
The test results indicate that the different kinds of asphalts can affect the linear contractive modulus of hydraulic asphalt significantly, but the asphalt contents (with varying scope of±0.3%) as well as the process of temperature rising and falling hav
|
|
|
试验结果表明：沥青品种的不同对沥青混凝土的线收缩系数影响较大，而沥青含量（变化范围为±0.3%）以及升温降温过程对沥青混凝土的线收缩系数影响较小。 |
|
The test results indicate that the dilatability is closely associated with the compaction and the difference among the diameters of the crushed clayrocks influence their characters.
|
|
|
结果表明，击实功与膨胀性之间有密切关系，而且粘土岩粉碎的粒径对压实性和膨胀性是有影响的。 |
|
The test results indicate that the heat transfer rates of the test coils increase with air inlet velocity and fin numbers.
|
|
|
由实验数据得知湿盘管总热传量中，潜热量的变化占了大部分。 |
|
The test results indicate that the influence of the asphalt type and the temperature period on the value of linear contractive quotiety is very notable, while that of asphalt content (variation within ±0.3%) and the temperature raising and reducing proces
|
|
|
试验结果表明：沥青品种对沥青混凝土的线收缩系数的影响较大，沥青混凝土在不同温度段的线收缩系数相差很大，而沥青含量（变化范围±0.3%）、升温或降温过程对其的影响较小。 |
|
The test results indicated that the mechanical properties of the steel beam joint fixed by chemically - planted steel bars are satisfying, its bearing capacity can satisfy the design requirement.
|
|
|
结果表明，混凝土结构上通过化学植筋再塞焊安装的钢节点板的受力性能令人满意，其承载力能够满足设计要求。 |
|
The test results indicated that the performance of the composite panels can be well displayed if the types of steel stiffeners were adequately selected, the goggle pins were rationally laid out and the thickness of concrete was apropriately determined.
|
|
|
试验结果表明，通过适当地选择型钢加劲肋形式、合理地布置栓钉和确定混凝土厚度，可以保证组合作用的发挥。 |
|
The test results indicated that: crack similitude of reinforced concrete simple beams is not equal to model scale λ under the working load; when the amount and surface shape of reinforcing bar are same, the similitude of crack width, crack amount and crac
|
|
|
试验结果表明：在使用荷载下，钢筋混凝土简支梁的裂缝相似率并不等于几何相似比λ；当钢筋根数及形式相同时，不同模型比尺下的钢筋混凝土简支梁的裂缝宽度、裂缝条数及裂缝间距的相似率，均约等于模型几何相似比的平方根√λ；当钢筋根数及形式不同时，裂缝条数及裂缝间距的相似率仍然约等于√λ，而裂缝宽度的相似率近似与√λ成正比，但应同时考虑钢筋根数与钢筋表面形状对裂缝宽度相似率的影响。 |
|
The test results show that the rotor induced flow changes the warship airwake and the influence of the rotor can be reduced by opening the hangar door.
|
|
|
结果表明，旋翼诱导速度改变了舰船尾流分布，打开机库门可减弱旋翼的影响。 |
