例句與造句

1. The paper not only puts forward the calculating mode of the virtual employee stock owner and accounting management methods , but also analyzes the feasibility and necessity in the practice with the concrete cases
   本論文不但提出了虛擬員工持股的計算模型與會計處理方法，并且結(jié)合實際案例分析了它在實踐中的可行性與必要性。
2. 1 . according to the examples of engineering practice , we can build up temperature - calculating modes of box section and then calculate temperature fields of box section by measuring the boundary conditions and restricting conditions . 2
   1 、結(jié)合工程實例，用有限元方法( ansys )建立箱梁截面的溫度計算模型，由實測的邊界條件和實際約束條件計算出箱梁截面的溫度場。
3. By ansys , we can build temperature - calculating modes of p . c box girder t and then calculate the effect of temperature fields on the stress and the line deformation . 3 . adopt the spot - measure method
   2 、用ansys建立預(yù)應(yīng)力混凝土箱梁t構(gòu)的溫度計算模型，由實測溫度給定邊界條件，分別計算出溫度對預(yù)應(yīng)力混凝土箱梁t構(gòu)撓度的影響以及對預(yù)應(yīng)力混凝土箱梁截面應(yīng)力的影響。
4. In order to ascertain the character of cable - replaced bridge , in addition , the thesis calculates mode shapes and natural frequencies of the bridge using algor software and estimates the result of dynamic load test and calculation in details
   為了評價換索后橋梁的工作特性，最后利用algor軟件對換索后的結(jié)構(gòu)進行了振型和自振頻率分析，并對動載試驗檢測和計算成果作了詳盡的分析和評價。
5. Via the practical engineering of improving the soft foundation with the low intensity piles composite foundation the field test study is done . these work is done : ( 1 ) the method of improving the soft foundation of the bridge approach with the low intensity piles composite foundation is summarized ; ( 2 ) the field test method of improving the soft foundation of the bridge approach with the low intensity piles composite foundation is summarized ; ( 3 ) the strain character of the low intensity piles composite foundation under the embankment load is studied ; ( 4 ) the stress character of the low intensity piles composite foundation under the embankment load is studied and the differences of the pile - soil stress ration and what make them is discussed ; ( 5 ) the calculating mode of bearing capacity of low intensity piles composite foundation is discussed
   本文借助于低強度樁復(fù)合地基處理橋頭深厚軟基的實際工程，對低強度樁復(fù)合地基加固橋頭軟基進行了試驗研究，做了以下工作： ( 1 )對低強度樁復(fù)合地基加固高等級公路軟基的方法進行了總結(jié)； ( 2 )對低強度樁復(fù)合地基加固軟基的試驗方法進行了總結(jié)； ( 3 )研究了低強度樁復(fù)合地基在堆載作用下的變形性狀； ( 4 )研究了低強度樁復(fù)合地基在堆載作用下的應(yīng)力場特征，并對不同性質(zhì)荷載作用下低強度樁復(fù)合地基樁土應(yīng)力比進行了比較，分析了存在差異的原因原因； ( 5 )對低強度樁復(fù)合地基承載力的計算方法進行了探討。
6. It's difficult to find calculated mode in a sentence. 用calculated mode造句挺難的
7. Considering effect of damping ratio and frequency ratio to vertical amplitude of block foundation under dynamic action , this paper adopts calculating mode of mass - spring - damper and mass - spring to make account and analysis on the assumption of damping ratio and frequency ratio , then provides the range of damping ratio and frequency ratio by using two modes to calculate vertical amplitude of block foundation under dynamic action
   摘要考慮阻尼比和頻比對動力作用下塊體式基礎(chǔ)豎向振幅計算的影響，對質(zhì)彈阻計算模式和質(zhì)彈計算模式在設(shè)定的阻尼比和頻比下進行計算分析，提出了在采用2種模式動力作用下塊體式基礎(chǔ)豎向振幅計算時的阻尼比和頻比范圍。
8. At the same time , this article chooses the network framework of its system by analyzing several basic kinds of network system structure . it utilizes network data base programming principle to discuss the visit technology of data base odbc , web data base middle pieces technology cgi , and characteristic of the calculate mode of asp c / s b / s , proposes the topological structure of network data base used in this system
   同時分析了幾種基本的網(wǎng)絡(luò)體系結(jié)構(gòu)，選擇了系統(tǒng)的網(wǎng)絡(luò)構(gòu)架，利用網(wǎng)絡(luò)數(shù)據(jù)庫編程原理，討論了數(shù)據(jù)庫的訪問技術(shù)odbc 、 web數(shù)據(jù)庫中間件技術(shù)cgi和asp 、 c s及b s計算模式的特點，提出系統(tǒng)中應(yīng)用的網(wǎng)絡(luò)數(shù)據(jù)庫拓撲結(jié)構(gòu)。
9. Based on extensive investigation of construction technique history of chinese ancient buildings , the structure method , structure developing history and seismic behavior of chinese ancient timber structure buildings are analyzed in several respects of the structural system and form . through a series of experiments on constituent parts of chinese ancient timber building structure , including the tests on the corbels and brackets called dougong subjected to low cyclic reversed loadings , the tests on the wooden frame using the tenon - mortise joints as connections of column and beam subjected to low cyclic reversed loadings , the tests on vibration isolation effect of friction and slippage between column footing and their socle base , and a series of shaking table tests on a chinese ancient timber structure palace building mode under artificial earthquake at serving conditions , destroyed conditions and reinforced conditions , many valuable results of structures such as moment - curvature hysteretic loops of dougong structure and tenon - mortise joints under low cyckc reversed loadings , the static function , the seismic performance , energy dissipation , vibration reduction , energy - loss mechanism , nechanicalmode and failure mode were studied . aplenty of valuable parameters of the structure system were obtained , such as the natural period of structure , vibration modes , damping ratio , factor of vibration isolation , oscillate amplitude of ineitial accebration , velocity and displacement , magnitude of slippage , and the mechanism of structure failure and collapse etc . based on these research , the complete analysis of ancient timber structure under earthquake were carried out in which including mechanism analysis method , calculating mode , strength analysis of members and joints , strengthening methods for serving damaged ancient timber structure buildings were also taken into account
   依照宋代《營造法式》建造了抬梁式殿堂木結(jié)構(gòu)構(gòu)件及結(jié)構(gòu)模型，對中國古代木結(jié)構(gòu)中的典型構(gòu)造如：柱腳在礎(chǔ)石頂面平擱簡支、柱架榫卯連接、柱高不越間之廣、側(cè)腳、生起、斗拱等的構(gòu)造機理及結(jié)構(gòu)功能進行了量化分析和實驗研究： (一)通過木柱石礎(chǔ)靜摩擦試驗，測定了柱腳與石礎(chǔ)古鏡面間的摩擦系數(shù)及摩擦力隨上部結(jié)構(gòu)荷載變化的規(guī)律； (二)通過單柱承載力試驗，測定了古建筑中木柱的受力變形特征、破壞模式、及模型材料的變形模量、極限承載力、極限變形等參量； (三)通過柱架低周反復(fù)荷載試驗，測定了柱架的抗側(cè)移剛度、柱架恢復(fù)力特性及滯回曲線、榫卯張角剛度及其變化規(guī)律、柱架及榫卯的極限承載力和極限變形、及榫卯減振參數(shù)； (四)通過斗?低周反復(fù)荷載試驗和受壓試驗，測定了古建筑木構(gòu)件與木構(gòu)件間摩擦系數(shù)，斗?抗側(cè)移剛度，斗?恢復(fù)力特性及滯回曲線，斗?抗壓極限承載力及受力變形規(guī)律； (五)通過抬梁式殿堂間架模型振動臺試驗，測定了殿堂木構(gòu)架結(jié)構(gòu)自振周期，地震反應(yīng)振形、阻尼特性及阻尼比；按結(jié)構(gòu)分層特點對柱腳、柱頭和斗?層上的屋蓋的地震反應(yīng)采用多點同步測量，對柱根滑移、榫卯變形、斗?的變形、復(fù)位、耗能減振參數(shù)等進行了定量分析。
10. On the basis of relative researches in the world , according to the study status of steel - concrete composite slab , which would be widely used in modern bridge , modified equivalent inflexibility of steel - concrete composite slab was deduced by use of conversion section principle in this paper ; based in this , this paper put forwards the theory of ultimate flexural capacity of steel - concrete composite slab in consideration of slip effect , and introduces the practical simplified method for calculating flexural deformation of steel - concrete composite slab in consideration of the effect of steel studs and welded wire , and conclude that the methods in this paper is veracious and reliable , comparing with the traditional calculating mode ; morever , this paper put forwards the calculating theory and program of the effect analysis of creep and shrinkage to steel - concrete composite slab , using conversion elastic modulus principle , and testifies that the theory is right and the program is reliable and practical
    本文在國內(nèi)外研究成果的基礎(chǔ)上，針對壓型鋼板與混凝土組合板結(jié)構(gòu)在現(xiàn)代橋梁建設(shè)中廣泛應(yīng)用前景和研究現(xiàn)狀，利用換算截面法導(dǎo)出了壓型鋼板與混凝土組合板結(jié)構(gòu)的修正等效慣性矩；在此基礎(chǔ)上，又推出了考慮壓型鋼板與混凝土之間的相對粘結(jié)滑移影響的壓型鋼板與混凝土組合板結(jié)構(gòu)極限抗彎承載能力計算理論，并介紹了考慮栓釘、聯(lián)結(jié)件影響的壓型鋼板與混凝土組合板結(jié)構(gòu)簡化實用撓曲變形計算公式，而且通過與傳統(tǒng)計算理論的分析比較，表明本文提出的計算理論公式的準確可靠性；此外，采用換算彈性模量比法著重提出了壓型鋼板與混凝土組合板結(jié)構(gòu)的徐變、收縮效應(yīng)分析的計算理論和程序，并通過實例分析計算證明了理論的正確性、程序的可靠性和實用性。
11. ( 2 ) discussed technologies and the method to realize virtual enterprise information system put forward a practical method , using b / s enterprise calculating mode , http , soap and xml technology in this method ( 3 ) discussed the basic structure of virtual enterprise information database and the application software ' s functions of every enterprise departments
    ( 2 )探討了虛擬企業(yè)信息系統(tǒng)在internet上的實現(xiàn)方法及有關(guān)技術(shù)，給出了較為具體可行的方法，并在其方法中提出了采用b s企業(yè)計算模式、 http 、 soap協(xié)議和xml技術(shù)來實現(xiàn)虛擬企業(yè)信息系統(tǒng)的構(gòu)架。 ( 3 )論述了虛擬企業(yè)信息庫的基本構(gòu)成以及企業(yè)各部門應(yīng)用管理軟件的功能。