| 1. | This often leads to significant errors
这时，常常会导致数据的有效性错误。 |
| 2. | Schoolboy with a fascination for poland and wildlife has uncovered several significant errors in the latest - the fifteenth - edition of the encyclopaedia britannica
一名痴迷于波兰和野生动植物的学童发现最新版（第15版） 《大英百科全书》中有几处明显错误。 |
| 3. | A schoolboy with a fascination for poland and wildlife has uncovered several significant errors in the latest - the fifteenth - edition of the encyclopaedia britannica
一名痴迷于波兰和野生动植物的学童发现最新版（第15版） 《大英百科全书》中有几处明显错误。 |
| 4. | Especially for complicated multicomponent distillation processes , such as three - phase distillations in this work , the equilibrium model will lead to a significant error in the distillation modelling
尤其对于复杂的多组份精馏过程，例如本文所讨论的三相精馏过程，平衡模型对过程的描述会造成较大误差。 |
| 5. | The algorithm is proved effective on the images taken from real scene , it is robust despite significant error exists in initial estimation of camera parameters , in the result panoramic visible defects are not exist even in high resolution panorama
通过使用实际拍摄的图像进行实验，本算法可以对同一视点获取的图像进行可靠的拼接，拼接的质量很高，在图像的分辨率很大的时候也不会产生失真。 |
| 6. | According to the theory of fixed - point stability in nonlinear sciences , the convergence property is discussed . it is concluded that the analytical solutions can be figured out by iteration in principle , though iterative solutions exhibit significant errors when ri approaches 0 . 2
根据非线性科学中关于映射不动点稳定性的理论，讨论了迭代算法的收敛性，表明迭代算法在理论上可以收敛到解析解，但在 |
| 7. | But when the building ’ s rigidity is close to the foundation , this assumption will produces significant errors in determining the superstructure ’ s response . multistorey and highrise structures with piles are widely - used structures in engineeing practice and it is very important to study the pile - soil - superstructure seismic response of these structures
带桩的多高层结构是工程实践中广泛应用的结构形式,对带桩的多高层结构进行桩-土-上部结构地震反应分析方法研究是非常有意义的重要课题。 |
| 8. | It is achieved the common work of pile - soil - structure on nsas by using nonlinear bars from single pile calculation as the structure boundaries . the results show that under some 3 - d loading conditions , significant error can be induced due to the nonlinear characteristic of pile , simply using a nonlinear spring from single pile calculation as the structure boundaries
在三维受力状态下，由于桩周土的非线性，迭加原理不再适合，而目前许多有限元程序只是简单地把单桩计算得到桩头等效非线性弹簧作为结构的边界条件，这样将导致出现比较大的偏差。 |
