finite-element model造句
例句與造句
- Discussion of finite - element modeling of accurate cutting hard tooth surface gear - hobbing machine
精切硬齒面齒輪滾齒機有限元建模的研究 - Study of 3d finite - element modeling on stability of stope and host rock in a underground mine
某地下礦山采場與圍巖穩(wěn)定性三維有限元模擬研究 - The feasible finite - element model is put forward and it is used to carry out static and dynamic analysis of each four - arched bridge finally
最后，提出了切實可行的有限元計算模型并對加固改造后各聯(lián)進行了靜力和動力分析比較。 - The rotor system is studied and analyzed by using the finite - element method , so the finite - element models of the whole rotor system are built
在此基礎(chǔ)上，利用有限元方法對轉(zhuǎn)子系統(tǒng)進行了分析與研究，建立了該系統(tǒng)各個組成部分的有限元模型。 - The finite - element model utilized in this study is composed of 3d four - node shell ; both monotonic loading and cyclic loading are used for analyses
本文通過三維四結(jié)點殼單元建立了梁?柱節(jié)點的有限元模型，有限元分析包含了單向和反復加載兩種情況。 - It's difficult to find finite-element model in a sentence. 用finite-element model造句挺難的
- In this paper , we build three 3d finite - element models including mother rock body , hard inclusions and randomly distributed cracks and computed the stress distribution within the mother body and hard inclusions
摘要建立了含有母體巖石、硬包體和隨機分布的小裂紋的三維有限元模型，計算了包體和各層實體中的應(yīng)力分布。 - In connection with a rc high - rise building , a 3 - d finite - element model is used in seismic response analysis . the calculation results show that the aseismic behavior is excellent
摘要采用有限元模型，對某鋼筋混凝土高層建筑進行非線性時程分析。計算結(jié)果表明隔震結(jié)構(gòu)的頂層加速度峰值、層間位移、基底剪力等均大大地降低，隔震性能良好。 - Basing on the feature of the structure member , the structure is simplified to a 3 - d model consist of space beams and plates , so we can make static and response spectrum dynamic analysis on the finite - element models
根據(jù)該結(jié)構(gòu)各構(gòu)件的受力特征，將整個結(jié)構(gòu)模擬為空間梁、板單元的三維整體計算模型，并對有限元分析模型進行靜力和反應(yīng)譜法的動力分析。 - Then , suggestions about the design of the beam - to - column web moment connections are put forward . in conclusion , the finite - element model and the program adopted in this paper can well simulate the response of beam - to - column web moment connections under monotonous load
本文所建立的有限元模型考慮問題全面、精度較高，它與所采用的有限元程序能夠很好地模擬、研究在單向荷載作用下梁柱腹板剛性連接的反應(yīng)。 - During the study of computer simulation , a new object - oriented simulation software dymola is used to program code module about the rotor system . simulation begins by using the finite - element models , a series of simulation figures are achieved . after simulation , experimental study begins
在計算機仿真研究中，本文采用了一種新型的面向?qū)ο蟮姆抡孳浖ymola ，利用已經(jīng)建好的有限元模型，編制各部分的程序模塊，進行相應(yīng)的仿真，得到了一系列的仿真波形圖。 - Basing on the feature of the structure member , the structure is simplified to a 3 - d model consist of space beams and shells , so we can make response spectrum dynamic analysis on the finite - element models . at last nonlinear finite element dynamic analysis was made about the structures . the calculated results reveal the rule of dynamic response about model the and show that the aseismic behaviour and failure mechanism of shear wall structure with src supporting frames and src girder transfer floor is better than that of rc one
在7度多遇和罕遇地震力作用下，通過對振型、側(cè)向位移、傾覆力矩和剪力在給定抗側(cè)力結(jié)構(gòu)間分配的比較，以及對框支柱和剪力墻的地震響應(yīng)、轉(zhuǎn)換層樓板應(yīng)力比較等模擬分析，得到型鋼混凝土梁式轉(zhuǎn)換層框支剪力墻結(jié)構(gòu)較鋼筋混凝土梁式轉(zhuǎn)換層框支剪力墻結(jié)構(gòu)抗地震力特性上有較明顯的改善的結(jié)論。 - Also , 40m - length fore - and - aft antique city walls will be utilized to establish the 3d elastic finite - element model . in this case , a reasonable construction technique will be attained as the impact of tunnel construction on terrestrial sedimentation of antique city - wall sectors as well as the stability of mid -
以及取古城墻前后40m的長度范圍,建立三維彈塑性有限元模型,考慮隧道施工對古城墻段的地表沉降的影響以及中隔墻在時空上的穩(wěn)定性,得出較為合理的施工方式。 - In this paper the different middle wall ' s mechanical behavior on different rock mass has been simulated by establishing the three - dimensional finite - element model of the shallow double - linked - arch tunnel , and the basic loading law of the middle wall is obtained , then the proper form of middle wall under different rock mass during constructing the shallow double - linked - arch tunnel is given , which offers foundation for the design of middle wall in double - linked - arch tunnel
通過建立雙連拱隧道的三維有限元模型，模擬了不同圍巖級別條件下淺埋雙連拱隧道不同中墻形式的力學行為，得出了中墻的基本受力規(guī)律，提出了不同圍巖級別條件下修建淺埋雙連拱隧道所采用的合理中墻形式，為雙連拱隧道的中墻設(shè)計提供依據(jù)。 - ( 4 ) the transient field - circuit model of large generator and the network model of power station are all studied . moreover , the coupling finite - element model with fast computational speed and high accuracy is found , which is very suitable for the on - line insulation safety forecast diagnosis of large generators . ( 5 ) the
( 5 )結(jié)合場路綜合模型的分析計算，建立了大型發(fā)電機絕緣安全的評估模型，并對在廠站操作過電壓沖擊下的大型發(fā)電機絕緣安全的在線評估方法進行了研究。 - Thus , two 2d elastic finite - element models of tunnel are respectively established , both of which go through i wall - rock sector and wall - rock sector by means of large - scale finite element software ansys . thereby , the magnitude of wall stress , displacement , submergence of arch roof and terrestrial sedimentation in tunnels will be attained via numerical simulation of the whole construction process
通過運用大型通用有限元軟件ansys ,分別建立隧道穿越類圍巖地段和類圍巖地段的兩個二維彈塑性有限元模型,進行施工全過程的數(shù)值模擬,得到隧道中墻應(yīng)力和位移以及拱頂下沉和地表沉降值。
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