| 1. | Numerical analysis of rock joint failure under compression - shear stress 岩石节理压剪破坏的数值分析 |
| 2. | Straight line joint failure 通缝破坏45 |
| 3. | Chilled joint failure 粘合接头冷凝破坏 |
| 4. | Saw - tooth joint failure 齿缝破坏45 |
| 5. | Staggered joints failure is lighter than ordinary joints when the area of beam bars is same in the two types of joints 在梁筋配筋相同的情况下,错层节点的破坏程度较普通节点的轻微。 |
| 6. | Firstly , by means of analyzing the previous literatures , it is indicated that locked joint failure as a simple and reliable mode is increasingly paid attention to by scholars home and overseas 首先,通过对以往文献的分析,指出机器人发生故障后被锁定作为一种简单可靠的方式,越来越受到国内外众多学者的关注。 |
| 7. | Thus , we obtain a effective and new way to depict multivariate lifetime distribution . meanwhile , at the same reason , the thesis depicts three - dim - ensional jont failure functions and extend the depiction in n - dimensio - nal joint failure rate function 同时本文还给出了三维的联合失效率的定义,与前面同样的道理用所定义的三类条件失效率去刻画它,并推广到n维的情况。 |
| 8. | On the basis of probing into the theory about kinematical optimization for redundant manipulators , the optimized index - - - - reduced manipulability is determined according to the kinematical property of redundant manipulators for locked joint failures 在对冗余度机器人运动学优化基础理论探讨的基础上,结合发生锁定故障时冗余度机器人的运动特性,确定了冗余度机器人的优化性能指标? ?退化可操作度。 |
| 9. | 5 . the formulae that the lately issued code for design of concrete structures gb50010 - 2002 offered are applicable for design of staggered joints , considering joints failure not serous and the difference very little between calculative values and experimental values of staggered joints 考虑到梁中纵筋配筋偏低,节点破坏轻微,节点抗剪承载力计算值与实验值相差很小,故可认为新颁布的《混凝土结构设计规范gb50010 - 2002 》给出的公式仍可用于错层节点的计算。 |