Article 11 the budgetary revenues and expenditures take renminbi yuan as the calculating unit 第十一條預(yù)算收入和預(yù)算支出以人民幣元為計算單位。
Article 21 income tax charged in accordance with this law shall use renminbi as the calculating unit 第二十一條依照本法繳納的所得稅以人民幣為計算單位。
Nowadays , all functions of a calculator including calculating units , display driver , keyboard interface and so on , are integrated on one single chip 現(xiàn)代計算器使用一塊集成電路芯片來完成各種運算、顯示驅(qū)動和鍵盤接口等完整功能,依賴的是高度集成的動態(tài)cmos邏輯和微碼設(shè)計技術(shù)。
Arithmetic is divided into some basic units , such as analog input unit , digital input unit , calculated unit etc . a series of unit were connected by the input and output relation between them 本文將監(jiān)控過程中的算法分解為通過輸入輸出接口進(jìn)行連接的獨立環(huán)節(jié),并將環(huán)節(jié)組合抽象為有向無環(huán)圖。
Solving the wire loop profile for which nonlinearity mainly caused by plastic - elastic forming is a challenging work , a finite element model has been proposed to simulate the wire loop profiling , in which beam23 has been selected as calculating unit , and the trajectory of capillary is divided into many displacement loads and applied on the wire step by step 摘要針對引線成形過程中的材料非線性和幾何非線性問題,選用塑性變形梁beam23單元建立有限元模型,通過時引線分階段分步施加位移載荷模擬鍵合頭的運動軌跡,求解得到相應(yīng)的引線輪廓形狀。
On this foundation the article inducts in detail the method which is based on the relative settlement of calculating unit area end support ( qb ) force at the same time considering the feature of pedestal pile ' s " arch effect " the article introduces conception of pile effective length and finally obtain t he formula of calculating man - made pipe with bulb - shaped axial carrying capacity . the article uses marc program to calculate and analyze foundation soil ' s stress and displacement and gets the change curve chart and the proportion that is shared by king - pipe side soil friction resistance and pipe end counterforce respectively . the article inducts the structure of pedestal in detail on the basis of generalizing pedestal application cases of many countries 在此基礎(chǔ)上論文詳細(xì)歸納了以相對沉降為依據(jù)確定單位面積端承力q _ b的計算方法,并考慮擴(kuò)底樁的“拱效應(yīng)”特點引入了有效樁長的概念,最后結(jié)合公路規(guī)范推出了比較實用的人工挖孔擴(kuò)底樁軸向承載力計算公式。論文運用了marc程序?qū)Φ鼗恋膽?yīng)力和位移進(jìn)行了有限元數(shù)值計算分析,得到了地基土的應(yīng)力和位移場的變化曲線和在加載過程中樁側(cè)土摩阻力和樁端反力各自所承擔(dān)的比例;本文還在總結(jié)各國挖孔擴(kuò)底樁應(yīng)用情況的基礎(chǔ)上就擴(kuò)底樁的構(gòu)造進(jìn)行了詳細(xì)的歸納。