orthogonal table造句
例句與造句
- People usually use the pure mathematical approaches to construct orthogonal tables
人們對(duì)正交表的構(gòu)造大都是純數(shù)學(xué)方法。 - This paper we use the quasi - physical and quasi - sociological methods to solve the problem of constructing orthogonal tables
本文應(yīng)用擬物擬人方法來(lái)求解若干正交表的構(gòu)造問(wèn)題。 - First of all , according to standard orthogonal table , 27 test samples in 9 groups are made , and the compressive strength has been measured in 28 days later
采用正交試驗(yàn)的方法對(duì)礦渣混凝土做了9組27個(gè)試塊，測(cè)出礦渣泥凝土28天的抗壓張度。 - This means the saturation degree of concrete is different . by means of analyzing the l9 ( 34 ) orthogonal table , the air content is the chief factor , the second factor is water binder ratio and the third is mineral admixture in both high water pressure and low water pressure . the water saturation degree of concrete in damaging point ( e6 / e0 = 60 % ) can be found by measuring the dynamic modulus of elasticity after six freezing - thawing cycles
采用l9 ( 34 )正交表對(duì)水膠比、含氣量和摻合料三個(gè)因素進(jìn)行分析,試驗(yàn)結(jié)果表明:在自然情況下,影響混凝土水飽和系數(shù)的主要因素是水膠比,而影響混凝土在鹽溶液中飽和系數(shù)的主要因素則是含氣量;在水壓力作用下,無(wú)論壓力大小,混凝土水飽和系數(shù)的影響次序依次為含氣量、水膠比、摻合料。 - By using the method of orthogonal table , the water binder ratio , air content and mineral admixtures which affect the saturation degree are analyzed in this paper . meanwhile in freezing and thawing cycle circumstance including water environment and 3 . 5 % nacl liquor , the saturation degree and the saturation rate are also analyzed . moisture content of the concrete is different by varying water pressure
本文采用正交分析方法,研究了自然飽水和壓力飽水條件下水膠比、含氣量和摻合料三個(gè)因素對(duì)混凝土飽和系數(shù)的影響規(guī)律,并研究了混凝土在純水和3 . 5 % nacl溶液中受凍后飽和系數(shù)的變化規(guī)律。 - It's difficult to find orthogonal table in a sentence. 用orthogonal table造句挺難的
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應(yīng)用此算法，我們成功地計(jì)算出難的三水平正交表本課題為國(guó)家重點(diǎn)基礎(chǔ)研究發(fā)展“九七三”規(guī)劃，國(guó)家“八六三”高技術(shù)發(fā)展計(jì)劃，高等學(xué)校博士學(xué)位點(diǎn)專項(xiàng)科研基金及中國(guó)科學(xué)院軟件研究所計(jì)算機(jī)科學(xué)開(kāi)放研究實(shí)驗(yàn)室課題基金資助項(xiàng)目1g一gs第四，應(yīng)用擬物擬人方法嘗試求解古老而重要的拉丁方、正交拉丁方（它們事實(shí)上是正交表）問(wèn)題。我們結(jié)合這些問(wèn)題的特性，建立了新的物理模型，從理論上證明了這些物理模型的正確性，并設(shè)計(jì)出擬人化的“跳出局部極小值陷餅”的策略，得到了求解拉丁方、正交拉丁方的擬物擬人算法。實(shí)驗(yàn)表明， ”對(duì)某些問(wèn)題算法有好的效果。 - The cubic orthogonal design is formed through the cubic orthogonal algorithm and neutral network and this algorithm is comprised with such models as select ing the cubic orthogonal table , establishing neutral network model , wavelets analyses processing and variance analyzing of the result , each model connected and mingled with each other
智能正交設(shè)計(jì)是用立體正交算法和神經(jīng)網(wǎng)絡(luò)算法相結(jié)合而形成的；立體正交智能設(shè)計(jì)由下述模塊組成：選取立體正交表、建立神經(jīng)網(wǎng)絡(luò)模型、小波分析處理、結(jié)果方差分析等模塊，各個(gè)模塊彼此交融、互相連接。 - Based on the pull - out tests data between geogrids and expansive soil / sands arranged by the orthogonal table l9 ( 34 ) , the following conclusions are reached : 1 ) the displacement - properties of pullout tests depend on the pullout speed . the law of factors " affecting degree , which influences the parameters between geogrids and soils in the pulling - out procedure , is obtained . with the concept of " equivalent pull - out displacement ( x ) " brought forward , the whole process of pull out tests is divided into two process - " main process ( when x 1 . 0 ) " and " residual process ( when x 1 . 0 ) " , and three stages - static friction resistance stage , slip friction resistance stage , and residual friction resistance stage
基于正交設(shè)計(jì)表l9 ( 3 ~ 4 )分別安排了影響因素與土工格柵膨脹土或砂土界面相互作用參數(shù)的拉拔試驗(yàn)數(shù)據(jù)，獲悉： 1 )拉拔試驗(yàn)位移特性主要取決于影響因素中拉拔速率；通過(guò)分析并獲取影響因素對(duì)筋土界面相互作用參數(shù)的影響程度及其在拉拔試驗(yàn)過(guò)程中的變化規(guī)律，提出了當(dāng)量拉拔位移( x )的概念，并據(jù)此將拉拔試驗(yàn)全過(guò)程劃分成“主過(guò)程( x 1 . 0 ) ”和“殘余過(guò)程( x 1 . 0 ) ” ；且將影響因素對(duì)拉拔力或摩擦阻力系數(shù)的影響程度分成三階段(靜摩擦阻力階段、滑動(dòng)摩擦阻力階段，殘余摩擦阻力階段) ； 2 )不同(規(guī)范)定義的筋土界面摩擦阻力系數(shù)數(shù)值相差較大，但影響因素對(duì)摩擦阻力系數(shù)影響程度及其變化規(guī)律不會(huì)因不同(規(guī)范)定義而受到影響。 - Under the different freezing - thawing cycle circumstance , three factors of water binder ratio , air content and mineral admixture are analyzed by using the method of orthogonal table . the test results show that the chief influencing factor is the water binder ratio in water freezing - thawing cycle circumstance , and in salt freezing - thawing cycle circumstance is the air content . this could illustrate that entraining air into concrete can improve the frost resistance of concrete effectively in salt freezing - thawing cycle
分析了在純水和3 . 5 % nacl溶液中受凍后,水膠比、含氣量和摻合料對(duì)混凝土飽和系數(shù)及變化速率的影響規(guī)律,試驗(yàn)結(jié)果表明水膠比對(duì)混凝土水凍時(shí)的飽和系數(shù)及變化速率影響顯著,而鹽凍情況下含氣量則是主要影響因素,說(shuō)明引氣能顯著提高混凝土的抗鹽凍性能。