Customize work breakdown structure codes 自定義工作分解結構代碼
Programmable design of multi - channel complex frame structure coding 多通道復雜幀結構編碼的可編程設計
Procedures and structured code 過程和結構化代碼
An object representing a structure code element in the source code of a solution 表示解決方案源代碼中結構代碼元素的對象。
Application of the improved color structure code algorithm in digital human project 改進的色彩結構碼彩色分割算法在數字化虛擬人研究中的應用
In this algorithm , we represent the chromosomes of the multicast tree by tree structure coding 本算法利用樹型結構的編碼來表示組播樹的染色體。
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,在某些情況下,發布切點供外部使用需要以特殊方式對代碼進行結構化,從而暴露簡單切點定義以表示實現中的一系列連接點。
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 對我國和國外規范中有關高強度螺栓連接的計算方法和規定進行了對比分析。隨后對高強度螺栓抗拉連接的三類極限狀態,以及各狀態的主要內力計算方法進行了推導和說明。
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 本論文研究了結構化ldpc碼的構造,包括基于歐氏幾何空間的eg ( euclideangeometries )方法、基于組合代數的bibd ( balancedincompleteblockdesign )方法、半隨機半結構化的-旋轉構造法,以及我們提出的基于矢量矩陣的結構化構造方法。
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 本文以日本的預制鑄鋼柱腳的研究資料為基礎,采用現行鋼結構規范建議的鑄鋼材料,針對型號為hk400b的h形鋼柱柱腳,首先對受力-變形性能機理進行理論分析,建立相應的力學計算模型,并利用ansys有限元程序軟件中結構非線性分析部分來加以計算,得出在選擇不同錨栓和底板厚度時鑄鋼柱腳的破壞形式以及柱腳的m - p -曲線,在此基礎上對標準化柱腳設計提出了建議性方案,便于工程設計參考。