Within our connections , people have overlapping areas of expertise 在人們的接觸中,各專長(zhǎng)領(lǐng)域有重疊相交之處。
Transverse rebar shall be overlapped in priority , in the same section of overlap area , proportion of overlapped rebar connections shall not be more than 50 % of total quantity of re - bar 4梁板橫向鋼筋采用搭接,在同一連接區(qū)段內(nèi)鋼筋搭接接頭面積配筋百分率應(yīng)不大于50 % 。
Mmi does n ' t consider the spatial information , we introduce two other mi based methods : derivation of mi and high - order mi . mmi computes the overlap area of two images 由于最大互信息方法并沒(méi)有充分地考慮圖像的空間信息,本文研究了其它的基于互信息的方法:互信息求導(dǎo)法、高階互信息法等。
The texture on the overlap area between neighboring fire bodies is dealt with by use of linear interpolation of textures between crossing areas of the two fire bodies . finally we show how to simulate large fire body in 3d space and discussed future research work based on current approach 火焰蔓延過(guò)程相鄰株火焰重疊區(qū)域的處理則用區(qū)域交叉紋理線性過(guò)渡來(lái)實(shí)現(xiàn),最后我們給出如何在三維空間中再現(xiàn)大面積火焰的方法。
The simulcast or quasi - synchronous mode technique has been applied to the transit system s radio communications in order to ensure efficient use of the radio channels , and to adjust frequencies , phases , and delay times for better performance . however , in some overlapping areas , interference is still impossible to prevent 4 .捷運(yùn)為了頻道更有效之運(yùn)用,以同頻共播方式規(guī)設(shè),調(diào)整頻率、相位及時(shí)差,然而重疊區(qū)有些地方仍然無(wú)法有效避免干擾。
The method is that using a circle region to occlude the template , the overlapped area between the template and the circle region is viewed as the occluded area which is marked with specifically , and the occluded area is not made the matching computation 為了解決目標(biāo)的局部被遮擋的問(wèn)題,本文提出用遮擋模板的方法解決這個(gè)問(wèn)題。即:用某個(gè)圓遮擋模板,把圓與模板相交的部分視為遮擋區(qū)域,我們對(duì)這部分區(qū)域作特殊標(biāo)記,令其在進(jìn)行模板匹配時(shí)不參加匹配運(yùn)算。
3 ) we build a mathematical model of distributed concept lattice and discuss the union operation to combine two extention - independent same field lattices and the union operation to combine two intention - independent same field lattices . the experiments show that our union operation algorithm is superior to the algorithm that gets the lattice from context directly in time - consuming . for the completeness in mathematics , we also discuss the intersect operation to remove everything except the overlapping areas of two same field lattices ( 3 )給出了分布式概念格的數(shù)學(xué)模型,重點(diǎn)討論了在分布式概念格的數(shù)學(xué)模型下,外延獨(dú)立和內(nèi)涵獨(dú)立的兩個(gè)同域概念格的并運(yùn)算,研究高效的合并兩個(gè)同域概念格的算法,實(shí)驗(yàn)結(jié)果表明我們的并運(yùn)算算法在時(shí)間性能上要優(yōu)于直接從原形式背景中構(gòu)造概念格的算法。
After making skew rectification , we do the image registration . based on several hypotheses about image ' s overlapping area , we deduce that the minimal overlapping area in one image can act as the template , the maximum overlapping area in the other image can act as the searching area , the pwfm is used to establish the correspondence of the template ' s coordinates in two images , namely obtain the shift parameters tx and ty . we also provide a multiple images " registration method 在對(duì)圖象進(jìn)行偏斜糾正以后,本文對(duì)圖象重疊區(qū)域歸納出幾條基本假設(shè),在此基礎(chǔ)上推導(dǎo)出了最小重疊區(qū)域作為模板,最大可能重疊區(qū)域作為搜索區(qū)域,應(yīng)用參數(shù)維納匹配濾波進(jìn)行模板匹配,確定圖象之間的平移參數(shù)t _ x和t _ y ,完成了兩幅圖象的拼接。
Meanwhile , the influence of overlapping area on the beam foundation is modified by means of load amendment , and the influence of overlapping area on the pile - beam foundation is modified by means of stiffness amendment . by applying the model of stress - spread in shear - displacement method to describe the stress spread between piles and the geddes hypothesis to determine the stress distribution of pile , a displacement coefficient is deduced to calculate the flexibility matrix and the coefficient for load distribution of pile . considering the stiffness of foundation beam , the equation of the interaction of pile - beam - soil is established and an analysis program is developed related to the interaction 本文通過(guò)采用剪切位移法中的應(yīng)力擴(kuò)散模型考慮樁與樁之間的應(yīng)力傳遞作用;采用geddes假定確定樁身和樁端的應(yīng)力分布,推導(dǎo)位移系數(shù),并以此為基礎(chǔ)求得柔度矩陣;樁身和樁端的應(yīng)力分布大小由樁的荷載分配系數(shù)控制,通過(guò)迭代法可以求出樁的荷載分配系數(shù);在考慮基礎(chǔ)梁對(duì)樁?梁?地基土共同作用的剛度貢獻(xiàn)基礎(chǔ)上,提出了樁?梁?地基土共同作用方程,并通過(guò)本文作者開(kāi)發(fā)的相應(yīng)計(jì)算程序,經(jīng)實(shí)例計(jì)算驗(yàn)證了本文方法的正確性。