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kii

  • 网络kii公司;公演
kiikii
  1. They are given a mud called Kii that cures them .

    他们有一种泥土能够治愈这种伤。

  2. Neurofibrillary tangles in ALS and parkinsonism-dementia complex focus in Kii , Japan

    ALS和帕金森痴呆症中的神经元纤维缠结现象重点在日本纪伊

  3. The stress intensity factors KI and KII of three-point bend specimens and four-point bend specimens are given in this paper by using finite element method .

    本文提供了用奇异性八结点四边形等参数单元算得的偏裂纹三点弯曲梁和四点弯曲梁的应力强度因子KI和KII。

  4. The calculation of the KII for a single-edge cracked beam subjected to in-plane antisymmetric loading has been carried out by using boundary collocation method .

    利用边界配位法计算了单边裂纹梁承受平面内反对称载荷时的KⅡ。

  5. Kii soo , we 're here to deai with you .

    郑秀,我们要处理一下你。

  6. Based upon the principle of equivalent force system , the results of the KII obtained in present work can be directly used to any other loading cases of a single-edge cracked beam within the limitation discussed in [ 1 ] .

    根据等效力系原理,本工作得到的KⅡ结果可直接应用于文献〔1〕中所讨论的范围内单边裂纹梁承受平面内横向力的任意情况。

  7. Stress intensity factors KI , KII and K0 change in reverse proportion to the ratio of elastic module while in direct proportion to the crack length . Earthquake hydrodynamic pressure has a fairly strong influence on the cracks .

    应力强度因子KI、KII、K0随弹模比的增加而减少,随裂缝长度的增加而增加,地震动水压力对重力坝裂缝影响较大。

  8. Whereas for m < 1 , the SIF KII is sharply increased with the decrease of m , and the crack-tip field is obviously governed by KI and KII , suggesting that the fracture is mixed mode .

    当m小于1时,应力强度因子KII随m减小而急剧增大,裂尖场由KI及KII控制,断裂趋于混合型。

  9. Miko Matsumura , SVP of platform marketing for Kii , a Mobile-Backend-as-a-Service ( MBaaS ) provider , said this post talks about client app development rather than a software development kit so would not be directly competitive with what Kii does .

    移动后端即服务(Mobile-Backend-as-a-Service)供应商Kii公司平台营销高级副总裁米克?松树表示,这则招聘广告说到的是客户端应用开发,而不是软件开发工具包,因此不会同Kii的产品形成直接竞争。

  10. The ratio of height to span of the unsymmetrical three-point bend specimens with crack are equal to 4 , 3 and 2.Two experimental formulas for calculating KI and KII in three-point bend specimens with crack in unsymmetrical position are derived .

    偏裂缝三点弯曲梁试件的跨度与高度之比分别为4、3和2.给出了计算偏裂纹三点弯曲梁的KI和KII的经验公式。