frame method造句
例句與造句
- Study of enterprise information system model component frame method based on ie and oo technology
技術(shù)的企業(yè)信息系統(tǒng)模型組件框架技術(shù)研究 - To make the decision system to be the object for research is different from the theory frame method prevails in academe
將判決制度作為研究對象有別于學(xué)術(shù)界盛行的理論架構(gòu)方法。 - The equivalent frame method is recommended at home and abroad , and it is also the most common method in engineering circles
其中等代框架法為國內(nèi)外規(guī)范推薦和工程界廣泛使用的方法。 - Ti rte electrical insulating materials - thermal endurance properties - determination of thermal endurance indices ti and rte of an insulating material using the fixed time frame method
電絕緣材料.耐熱性能.使用固定時(shí)間框法測定絕緣材料的耐熱指數(shù) - Ti rte electrical insulating materials - thermal endurance properties - part 6 : determination of thermal endurance indices ti and rte of an insulating material using the fixed time frame method
電氣絕緣材料.耐熱性能.第6部分:使用固定時(shí)間框架法測定絕緣材料的耐熱指數(shù) - It's difficult to find frame method in a sentence. 用frame method造句挺難的
- Ti rte electrical insulating materials - thermal endurance properties - part 6 : determination of thermal endurance indices ti and rte of an insulating material using the fixed time frame method
電氣絕緣材料.耐熱性能.第6部分:使用固定時(shí)間框架法測定絕緣材料的耐熱指數(shù) - Ti rte corrigendum 1 - electrical insulating materials - thermal endurance properties - part 6 : determination of thermal endurance indices ti and rte of an insulating material using the fixed time frame method
技術(shù)勘誤1 .電絕緣材料.耐熱性能.第6部分:用定時(shí)幀法測定絕緣金屬材料的耐熱性能指數(shù) - In this thesis , three factors resulting in geometric nonlinearity are taken into account , then using plane frame method and based on plane bar finite element , nonlinear analysis to the construction of cable - stayed bridge is achieved
考慮幾何非線性的三個(gè)影響因素，然后利用平面框架模型，以平面桿系有限元法為基礎(chǔ)對斜拉橋施工進(jìn)行非線性分析。 - Prestressed concrete slab - column structure has been widely used in long - span and multistory building . there are four commonly used analysis methods for slab - column structure , which are direct design method , equivalent frame method , plasticity method and finite element method
預(yù)應(yīng)力混凝土板柱結(jié)構(gòu)在大開間的多層及高層建筑中得到了廣泛的應(yīng)用，其設(shè)計(jì)方法有直接設(shè)計(jì)法、等代框架法、塑性分析法和有限元法等多種方法。 - By now , the main measure methods of magnetization characteristic are epstein frame method and ring specimen method , while the measure theory and measure method of epstein frame method and ring specimen method have drawback , they ca n ' t meet the demand of high accuracy
到目前磁化特性的測量方法主要是愛波斯坦方圈法和環(huán)形樣件法，但不論是愛波斯坦方圈法還是環(huán)形樣件法，其測量原理和測量方法都有缺陷，不能滿足高精度測量的要求。 - By using the calculating method of the flat - plate floor , the bend moments of the slab in different place are calculated . the moment distribution ratio between the column trip and the middle trip of the cast - in - place reinforced concrete hollow flat - plate floor calculated by the equivalent frame method is demonstrated . the moment of the cast - in - place reinforced concrete hollow flat - plate floor calculated by the experience coefficient method is also demonstrated
進(jìn)而將無梁樓蓋體系的計(jì)算方法應(yīng)用于現(xiàn)澆空心板無梁樓蓋中，通過對板格彎矩的分析，得出了現(xiàn)澆空心板無梁樓蓋按等效框架法計(jì)算的板帶彎矩分配比例系數(shù)，按經(jīng)驗(yàn)系數(shù)法計(jì)算的板帶彎矩設(shè)計(jì)值。 - This paper presents the element stiffness matrix and equivalent node force of the variable cross - section bar . so the approximation in structural analysis is avoided , and the calculation capacity of equivalent frame method is also developed . this helped the engineers avoid the fem , which consume much time and is difficult to master
本文對板帶寬度變化的板柱結(jié)構(gòu)推導(dǎo)了變截面直桿單元的單元?jiǎng)偠染仃嚭偷刃ЫY(jié)點(diǎn)荷載列陣，避免了在結(jié)構(gòu)分析時(shí)所作的近似，也擴(kuò)大了等代框架法的計(jì)算范圍，使工程技術(shù)人員免于使用占用機(jī)時(shí)、難于掌握的有限元分析法。 - Except from the above achievements , the paper adopts two kinds of computational methods to analysis and compare , one is the spatial fem , the other is the cross direction supporting frame method . the results are present which the spatial fem can relatively accurately reflect stress of the practical structure , and which in spite of being convenient , the cross direction supporting frame method can lead to error while determining dimension of the cross bending str ess
另外，還針對該橋箱室較寬的特點(diǎn)，分別采用空間有限元模型和橫向支承框架法兩種計(jì)算方法對橫向彎曲問題進(jìn)行了分析研究。結(jié)果表明：空間有限元模型能夠較準(zhǔn)確地反映出實(shí)際結(jié)構(gòu)截面的受力特點(diǎn)，計(jì)算所得的結(jié)果基本符合實(shí)際情況。