| 1. | Customize work breakdown structure codes
自定义工作分解结构代码 |
| 2. | Programmable design of multi - channel complex frame structure coding
多通道复杂帧结构编码的可编程设计 |
| 3. | Procedures and structured code
过程和结构化代码 |
| 4. | An object representing a structure code element in the source code of a solution
表示解决方案源代码中结构代码元素的对象。 |
| 5. | Application of the improved color structure code algorithm in digital human project
改进的色彩结构码彩色分割算法在数字化虚拟人研究中的应用 |
| 6. | In this algorithm , we represent the chromosomes of the multicast tree by tree structure coding
本算法利用树型结构的编码来表示组播树的染色体。 |
| 7. | Note that in some cases , publishing a pointcut for external use encourages structuring code in a particular way so that a simple pointcut definition can be exposed that represents a sequence of join points in the implementation
注意，在某些情况下，发布切点供外部使用需要以特殊方式对代码进行结构化，从而暴露简单切点定义以表示实现中的一系列连接点。 |
| 8. | At the beginning the paper explains the character of the high strength bolted tension connections , and then compares the steel structure code of china to other countries in the detail of rules about high strength bolted tension connections
对我国和国外规范中有关高强度螺栓连接的计算方法和规定进行了对比分析。随后对高强度螺栓抗拉连接的三类极限状态，以及各状态的主要内力计算方法进行了推导和说明。 |
| 9. | This treatise has researched on the construction of structured ldpc codes , including eg , bibd , semi - random - rotation and an approach based on vector - matrix proposed by us and compared random construction and structured construction through theoretical analysis and simulation . we also compared several structured codes
本论文研究了结构化ldpc码的构造,包括基于欧氏几何空间的eg ( euclideangeometries )方法、基于组合代数的bibd ( balancedincompleteblockdesign )方法、半随机半结构化的-旋转构造法,以及我们提出的基于矢量矩阵的结构化构造方法。 |
| 10. | Based on the data of japanese prefabricated steel column base , acted in accordance with the present steel structure code , the paper put emphasis on hk400b ' s column base . firstly , the mechanism of force - deformation was analyzed theoretically . then the corresponding mechanical model was established , and adopted the structure nonlinear analysis part of the ansys finite element software to calculate
本文以日本的预制铸钢柱脚的研究资料为基础，采用现行钢结构规范建议的铸钢材料，针对型号为hk400b的h形钢柱柱脚，首先对受力-变形性能机理进行理论分析，建立相应的力学计算模型，并利用ansys有限元程序软件中结构非线性分析部分来加以计算，得出在选择不同锚栓和底板厚度时铸钢柱脚的破坏形式以及柱脚的m - p -曲线，在此基础上对标准化柱脚设计提出了建议性方案，便于工程设计参考。 |
