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structure code in Chinese

Pronunciation:
How to pronounce "structure code""structure code" in a sentence

Translationmobile phoneMobile

  • 結(jié)構(gòu)化代碼

Examples

  • Customize work breakdown structure codes
    自定義工作分解結(jié)構(gòu)代碼
  • Programmable design of multi - channel complex frame structure coding
    多通道復(fù)雜幀結(jié)構(gòu)編碼的可編程設(shè)計
  • Procedures and structured code
    過程和結(jié)構(gòu)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(jié)構(gòu)代碼元素的對象。
  • Application of the improved color structure code algorithm in digital human project
    改進(jìn)的色彩結(jié)構(gòu)碼彩色分割算法在數(shù)字化虛擬人研究中的應(yīng)用
  • In this algorithm , we represent the chromosomes of the multicast tree by tree structure coding
    本算法利用樹型結(jié)構(gòu)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(fā)布切點供外部使用需要以特殊方式對代碼進(jìn)行結(jié)構(gòu)化，從而暴露簡單切點定義以表示實現(xiàn)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(guī)范中有關(guān)高強度螺栓連接的計算方法和規(guī)定進(jìn)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(tài)，以及各狀態(tài)的主要內(nèi)力計算方法進(jìn)行了推導(dǎo)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(jié)構(gòu)化ldpc碼的構(gòu)造,包括基于歐氏幾何空間的eg ( euclideangeometries )方法、基于組合代數(shù)的bibd ( balancedincompleteblockdesign )方法、半隨機半結(jié)構(gòu)化的-旋轉(zhuǎn)構(gòu)造法,以及我們提出的基于矢量矩陣的結(jié)構(gòu)化構(gòu)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(yù)制鑄鋼柱腳的研究資料為基礎(chǔ)，采用現(xiàn)行鋼結(jié)構(gòu)規(guī)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(jìn)行理論分析，建立相應(yīng)的力學(xué)計算模型，并利用ansys有限元程序軟件中結(jié)構(gòu)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(chǔ)上對標(biāo)準(zhǔn)化柱腳設(shè)計提出了建議性方案，便于工程設(shè)計參考。
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