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 calculating mode in a sentence. 用calculating 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、cs及bs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?fù)浣Y(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(zhǔn)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bs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。