| 1. | High temperature deformation mechanism of 93wnife alloy 合金的高温变形机制 |
| 2. | Deformation mechanism and forming property of a2017 alloys during compression in semi - solid state 2017合金半固态压缩的变形机制和成形性能 |
| 3. | Based on the mechanism of deformation of rocks , porosity - depth curves of rocks can be divided into tow periods as compaction and compression 摘要根据岩石的变形机制,把岩石孔隙度的变化过程划分为压实和压缩两个阶段,岩石压实阶段的孔隙度呈指数规律变化,岩石压缩阶段的孔隙度保持为常数。 |
| 4. | It is noted that the precipitation accounts for this high ductility at room temperature . so it can be concluded that ductility can be enhanced greatly by controlling ly12 precipitation behavior 从析出相角度探讨微观变形机制,可以推断:控制ly12的析出相有可能大幅度提高材料的室温变形能力。 |
| 5. | The solicitation development and rupture of craze in exiguous hierarchy play an connective work in the course of polymer ' s damage and rupture , it is a bridge in distortion mechanism of macroscopical and microcosmic 细观层次的银纹引发、生长和断裂在聚合物损伤断裂的整个过程中起着承前启后的作用,它是沟通宏、微观变形机制的桥梁。 |
| 6. | The deformed features of jadeitic jade can be different spatially because of differential stresses and deformation mechanism , so that myanmar fei - ts ' ui from the different tracts has the different gemmological features 强调了变形变质作用是翡翠形成必不可少的条件,指出多期、多阶段性和变形机制因硬玉岩所处的位置不同而出现明显差异,从而导致翡翠具有独特的场口特征。 |
| 7. | Similarly , according to the deformation mechanism of ebsf and the virtual work theory , the influence of three different active beam links on the terminal carrying capacity , stiffness and ductibility of ebsf is deducted 同样,根据偏心支撑框架的几何变形机制,应用虚功原理,重点推导并分析比较了分别采用d型、 k型或者v型支撑时对结构的极限承载力、弹性刚度以及延性的不同影响。 |
| 8. | Finally , some possible physical mechanisms , for example the coulomb stress - triggering mechanism , the dynamic stress - triggering mechanism and the lower crust and upper mantle flow deformation mechanism , which may generate these coseismic and post - seismic anomalies , are discussed 同时,还从库仑破裂应力触发、动态应力触发以及下地壳和上地幔流动变形机制等方面,对这些大震效应作了一些成因机理讨论。 |
| 9. | Then , on the basis of the simplified yielding model of active beam link , which is the key component of ebsf , the deformation mechanism and geometry relation equation under different kinds of loads are analyzed , and then the ideal yielding mechanism of ebsf is proposed 然后从该结构中的最关键构件- - -耗能梁段的简化屈服模型入手,研究其在外荷载作用下的变形机制及几何关系式,并由此提出了耗能梁段的较理想的屈服机制。 |
| 10. | Through shaking table test , in this paper the rule of the underground structure reaction to earthquake is summarized and the distortion of the structure and the mechanism of wreck are analyzed , especially the effect of overburden and the vertical earthquake to underground structure are studied 摘要文章通过振动台试验,总结了地下结构地震反应规律,分析地下结构的变形机制,并重点分析上覆土层和竖向荷载对地下结构动力性态的影响。 |