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分块分析
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  partition analysis
     Partition Analysis of Electronic Natworks
     电子电路的分块分析
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     Partition Analysis of Electronic Natworks
     电子电路的分块分析
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     C, methylation analysis etc were used.
     分析,G. C.
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     NET, it is obtained by the characteristic analysis of the preparatory service army equipment.
     分析.
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     DEFORMATION ANALYSIS BASED ON THE MODEL OF DIVIDED BLOCKS WITH HOMOGENEOUS MEDIUM
     分块均匀介质模型的变形分析
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     PIECEWISE SYMMETRIZATION IN GEOMETRIC FUNCTION THEORY
     分块对称化
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  block analysis
Fourier series based moving block analysis was applied to calculate equivalent linear damping in terms of transient responses of damper axial velocity.
      
Use of antibodies to identify gliadin blocks is simpler than block analysis based on performing crosses, and should be of value in monitoring genotype/end-use quality relationships.
      
After 4 adaptation nights, IM doses of morphine sulfate (7.5, 15, 30 mg/70 kg) and placebo were studied in 8 male postaddicts, using a cross-over design with randomized block analysis to demonstrate significant drug effect.
      
The pulmonary function tests were performed at rest and shortly after exercise, and the data were studied by means of a randomized block analysis of variance.
      
The angle-solid-block analysis is developed to establish the new cutter geometry model.
      
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  partition analysis
Latent partition analysis has been formulated to study the relationships between two or more partitions of the same set of items.
      
Latent partition analysis enables an examination of the modal population categorizations of a set of items.
      
Although the conditions are more restrictive for subtree partition analysis only minor loss of information occurs if forbidden multifurcations are simply ignored.
      
Examples indicate that mean-order analysis is an accurate alternative to partition analysis that is based on the partitioning of segments over sub-tree pairs at branching points.
      
Variable partition analysis was used to quantify the effect of the chemistry/processing variations on plate and pipe strength and toughness.
      
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A method how to simulate a scene of natural illumination is discussed by dividing an image of ocean waves into several pieces,and applying some process on it.The effect of dawn and dusk can be realized.By analyzing the images of tiny waves,small waves,middle waves and large waves,the characteristic of the images is found out.In the case of tiny waves,a method of region dividing and rendering is used.In the case of small waves,a method of piece dividing render is used.In the case of middle and large waves,a method...

A method how to simulate a scene of natural illumination is discussed by dividing an image of ocean waves into several pieces,and applying some process on it.The effect of dawn and dusk can be realized.By analyzing the images of tiny waves,small waves,middle waves and large waves,the characteristic of the images is found out.In the case of tiny waves,a method of region dividing and rendering is used.In the case of small waves,a method of piece dividing render is used.In the case of middle and large waves,a method of combined 3D lightening with texture render is used.

讨论了一种对海浪的平面图像通过分块分析,在虚拟现实系统中实现月光、黄昏等特殊自然光照场景的方法.通过对微浪、小浪、中浪和大浪图像特点的分析,针对微浪采用图像分割着色的方法,针对小浪采用了分块插值拼接的方法,解决了自然光照场景的问题.对中浪和大浪图像,给出了三维光照与纹理相结合的解决方法.

Suspen-dome is a new hybrid space structure, composed of cable-strut tensile structure and single reticulated shell. In this paper, the initial pre-stress distribution and the static stability of suspen-dome was analyzed. A new method named local analysis method is first presented and adopted where the whole structure is divided into two parts: the upper structure and the lower structure. Combining the topological relation of suspen-dome, it can be used to simplify the distribution of initial pre-stress. Then...

Suspen-dome is a new hybrid space structure, composed of cable-strut tensile structure and single reticulated shell. In this paper, the initial pre-stress distribution and the static stability of suspen-dome was analyzed. A new method named local analysis method is first presented and adopted where the whole structure is divided into two parts: the upper structure and the lower structure. Combining the topological relation of suspen-dome, it can be used to simplify the distribution of initial pre-stress. Then the static stability of this kind of structure was investigated by the geometrical nonlinear finite element method. Compared to the single reticulated shell, although its steel quantity increases by 30 percent, its critical load improves 266 percent. And the structural system of suspen-dome is more rational and has a very good applied perspective.

弦支穹顶结构体系是基于索杆张力体系和单层网壳而形成的一种新型杂交空间结构体系.本文对这种结构的初始预应力确定方法及其稳定性能进行了深入的理论研究.提出并采用了基于将结构分块的分析方法——局部分析法,并结合弦支穹顶的拓扑关系对初始预应力分布的确定进行了简化.针对联方网格型弦支穹顶结构进行了静力稳定性能分析,结果表明同单层网壳相比,尽管其用钢量增加了近30%,但其极限载荷却提高了266%,结构体系更加合理,具有很好的应用前景.

Beam-string (frame-string) structures have been adopted in several large-span structures in China. However, theoretical analysis of this kind of structures has not been well established. Some problems in the design and construction of beam-string structures are presented and discussed including the pre-stress distribution of each element corresponding to the initial geometry and the simulation of construction process. First, the equilibrium matrix theory is extended to the analysis of hybrid spatial structures...

Beam-string (frame-string) structures have been adopted in several large-span structures in China. However, theoretical analysis of this kind of structures has not been well established. Some problems in the design and construction of beam-string structures are presented and discussed including the pre-stress distribution of each element corresponding to the initial geometry and the simulation of construction process. First, the equilibrium matrix theory is extended to the analysis of hybrid spatial structures composed of beams, bars and cables and a general form of the equilibrium matrix of two-node beam element and bar element is also derived. Using its total equilibrium matrix, a small beam-string structure is analyzed and only one independent self-stress mode is obtained. Secondly, another method, named as local analysis method, is presented where the whole structure is divided into two parts: the upper structure and the lower structure. It can also be used to obtain the initial pre-stress distribution and the zero-state geometry of the upper structure. Numerical examples are given to verify the methods.

张弦梁(桁架)结构已在我国大型工程中有所应用,但对该种结构的设计和施工过程的理论研究并不完善。对张弦梁结构设计和施工过程中的若干问题进行了较为深入的理论研究,包括该结构各个单元的预应力分布、施工过程的模拟分析等。首先,将平衡矩阵理论推广应用于包含索杆梁三种单元的杂交空间结构,给出了二节点梁单元和杆单元单元平衡矩阵的一般表达式,并对一小型张弦梁结构的整体平衡矩阵进行了分析,求得其独立自应力模态数为一。其次,提出了基于将索、杆单元和梁单元分开的结构分块的分析方法--局部分析法。该方法不仅可以用来求解张弦梁结构的初始预应力分布,同时也可以用于确定体系的零状态几何形状。因而求解张弦梁结构初始预应力分布就有了两种方法。最后,算例分析验证了方法的正确性。

 
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