branch static 中文意思是什麼
branch static
解釋
叉形靜電紋，亦稱-
Basic black - box testing and white - box testing are successfully carried out. in white - box testing, the statement coverage and branch coverage are achieved ; static analysis and dynamic analysis are also implemented. the static analysis mainly used to generate flow graph while the dynamic analysis serves program instrument, technique realization object, subprogram and the detailed coverage and the calculation of operation time of the documents
原型系統實現了基本的黑盒和白盒測試，其中白盒測試實現了語句和分支覆蓋;實現了匯編測試的靜態分析和動態分析，靜態分析主要是生成程序的流程圖，動態分析主要是利用程序插樁技術實現語句和分支覆蓋率及在多個測試用例驅動下的綜合覆蓋率的計算和運行時間及內存使用情況的統計。 -
( 2 ) research the instruction launch strategy, controls correlation processing and data correlation processing of 32 - bit mips ’ s double - launching pipeline. obtained the design modes : static launch, optimized compile instruction, 1st pipeline jump and branch processing and double pipeline four channels front data path. ( 3 ) achievement designs by the platform xilinx ise 5. 2i, uses the verilog hardware description language to carry on the design description to the double - launching
（ 2 ）對基於32位mips架構雙發射流水線的指令發射策略、控制相關處理和數據相關處理等流水線結構的重要問題進行深入研究，並得出了靜態發射、優化編譯指令序、第一流水線無延遲分支處理和雙流水線四通道前向數據通路等一系列能夠與32位mips架構相匹配的雙發射流 -
It utilizes zero impedance branch characteristic, combining structure - transform and structure - static short - circuit current calculation method to calculate the short - circuit current directly through the electrical equipment when short - circuit fault takes place at the two sides of the electrical equipment, and settles the problems that the traditional method cannot directly figure out the short - circuit current
該方法利用零阻抗支路特點，結合定結構和變結構短路電流計算方法，能夠直接求出在電氣設備兩側分別發生短路時，通過電氣設備（如斷路器）的短路電流，從而合理地解決了傳統的故障分析方法不能直接求出流過設備的短路電流的問題。 -
Bac branch address calculator. static branch prediction is performed here to handle the btb miss case
Bac分支地址計算單元。執行靜態分支預定過程，處理btb丟失的情況。 -
For spatial, ideal elasto - plastic girder - pane structure system, using the stochastic finite element method, the static response of structural system is analyzed. taking redistribution of internal forces into account, safety margin functions of failure modes are established. using the advanced branch - and - bound method, the significant failure modes are identified, and the reliability of structural system is evaluated by pnet method
對空間理想彈塑性梁板體系結構，採用隨機有限元計算結構系統的響應量；考慮內力重新分配，建立失效模式的安全余量方程，用驗算點法計算失效模式安全余量的可靠性指標；用改進的分枝限界法，尋找主要失效模式：然後用pnet法計算結構系統的可靠性指標（或失效概率） 。 -
3, analyzer high performance branch predictor. based on the static and dynamic characteristic of branch instruction, comparing the mis - prediction rate and hardware spending of simple static prediction, complex dynamic prediction and hybrid prediction. 4, research the issue of design high performance branch prediction
3 、對轉移預測的分析；根據轉移的靜念和動念特性，對簡單的靜態、復雜的動態和混合轉移預測在誤預測率和硬體開銷等方面上進行了分析比較。 -
D. you do not have the static routes configured at the branch office
沒有在分支辦事處設定靜態路由。 -
In order to fully develop the theory of squeezed branch piles, in particular, the justification of its superior performance in terms of the bearing capacity and sinking displacement, we have derived the analytical formulas of the axial load and the strain at arbitrary depth ; based on existing static loading test results and research on belled pile, together with the analysis of on - site testing data, we have applied the expand theory on sphere holes to the computation of radial stress of squeezed branch piles under hole expansion ; taking the oil pressure of hole expansion in to account, we have find the a branch force under certain hole pressures, hence we can estimate the maximum bearing capacity of single piles ; we have introduced the experiential formulas for the bearing capacity of squeezed branch piles based on its stress characteristic and pile testing data ; we have also done numerical simulations of squeezed branch piles utilizing finite element method software ansys ; we have matched the simulation res ults with those of on - site basic load experiments, regenerating the distributions of stress fields and strain fields of squeezed branch piles, and from those distributions, we can determine the optimal distances between plates and piles
為了完善支盤樁的設計理論，探求支盤樁高承載力和低沉降量的內涵，本文推導出了支盤樁任意深度的截面荷載以及位移隨深度變化的理論公式；基於已有的靜載試驗成果及有關擴底樁的研究成果，從對現場測試數據的分析，將球形孔擴張理論引入到支盤樁擴孔時徑向應力的計算，考慮到擴孔時的油壓數據，求得某一孔壓下的支盤力，據此估算單樁極限承載力；同時根據對支盤樁的受力特點和試樁數據的分析，提出了支盤樁承載力計算的經驗公式；用有限元分析的方法，利用大型有限元分析軟體ansys對支盤樁進行數值模擬，並將模擬結果同現場的靜載試驗結果進行對比，再現了支盤樁在荷載作用下土中應力場和位移場的變化，根據應力場和位移場的變化范圍，指出最佳盤間距和樁間距；為支盤樁的設計和施工提供了一個可量化的設計依據。
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