finite model造句
例句與造句
- F . the experiment for crunodal model are done , and its results are compared with the ones of the finite model
進(jìn)行結(jié)點(diǎn)模型試驗(yàn)，并與有限元的結(jié)果進(jìn)行比較。 - Based on system research of bellows " mechanic performance , this paper puts forward a finite model of metallic hose
本文在對(duì)波紋管的力學(xué)性能系統(tǒng)研究的基礎(chǔ)上，提出了金屬軟管計(jì)算非線(xiàn)性有限元模型。 - The traditional finite models of reinforced concrete are introduced in this paper , and the three dimensions nonlinear finite element composite model of reinforcement concrete is put forward
摘要本文簡(jiǎn)要介紹了鋼筋混凝土有限元傳統(tǒng)模型，提出了三維鋼筋混凝土結(jié)構(gòu)非線(xiàn)性有限元分析復(fù)合式模型。 - The improved finite model , calibrated by comparing the test data and the results of numerical calculation , can deal with the factors such as welding , contact and pretension
利用現(xiàn)有的有限元分析軟件ansys對(duì)兩個(gè)與實(shí)際試驗(yàn)試件具有相同尺寸的模型進(jìn)行了計(jì)算，校正了有限元模型分析所應(yīng)用的參數(shù)。 - In the ansys software environment , two three - dimensional finite models are constructed , based the experiments of four steel beam - steel reinforced concrete column joints under low reversed cyclic loading by beijing polytechnic university ( 2000 )
本文在鋼梁?鋼骨混凝土柱節(jié)點(diǎn)抗震性能試驗(yàn)研究的基礎(chǔ)上，應(yīng)用大型有限元軟件ansys對(duì)其中兩個(gè)不同類(lèi)型的節(jié)點(diǎn)試件進(jìn)行了非線(xiàn)性有限元分析。 - It's difficult to find finite model in a sentence. 用finite model造句挺難的
- ( 2 ) with the universal finite element software ansys , reasonable finite models for such slab - column connection were established and a static non - linear analysis was made , and the rule of this structure about the aspects of force deformation and destruction under vertical load and unbalanced bend are summarized . based on this , a simplified calculation method of punching capacity is advanced
研究空腹板柱節(jié)點(diǎn)的傳力機(jī)理和破壞模式;對(duì)在豎向荷載作用下、豎向荷載和不平衡彎矩共同作用下板柱節(jié)點(diǎn)內(nèi)力、變形和破壞過(guò)程進(jìn)行研究,并提出了抗沖切承載力的簡(jiǎn)化計(jì)算方法。 - Based on the elastic and plastic mechanics , using the finite - element analysis , the nonlinear finite model of the beam - to - column is established according to the american code . the model involved geometry , material nonlinear and friction . the response of beam - to - column web moment connections under monotonous load is researched on
本文在彈性力學(xué)和塑性力學(xué)的基礎(chǔ)上，利用非線(xiàn)性有限單元法，建立了考慮幾何非線(xiàn)性、材料非線(xiàn)性以及摩擦等參數(shù)的梁柱腹板連接的非線(xiàn)性有限元模型，模擬研究了鋼框架梁柱腹板連接在單向荷載作用下的反應(yīng)。 - The paper is based on an arcuated built - up system bridge - zhongshan no . one bridge to be built in guangzhou , adopts the large universal finite element programme ansys , takes spatial action among members into account , establishes a three - dimension finite element model , and discusses the following several aspects : firstly , when three - dimensional finite model of a complicated bridge is founded , a beam - lattice method is a kind of applied and effective spatial analysis method , which is used to analyze superstructures of a bridge
本文以廣州市中山一橋?yàn)楸尘?，采用大型通用有限元程序ansys ，考慮構(gòu)件間的空間相互作用，建立了三維的有限元模型，重點(diǎn)對(duì)以下幾個(gè)方面進(jìn)行深入探討：首先，在對(duì)復(fù)雜的橋梁結(jié)構(gòu)進(jìn)行三維的有限元模型建立時(shí)，梁格法是分析橋梁上部結(jié)構(gòu)比較實(shí)用而且有效的空間分析方法。 - This paper combine the properties of railway bridge to establish the model of vehicle and three - dimension finite model of wan zhou yangtze river bridge individually , then according to the basic hypothesis and through the relations of geometry displacement compatibility and force and adopting the mode superposition to establish the coupling model of vehicles and bridge
本文結(jié)合鐵路橋梁的特點(diǎn)，分別建立了車(chē)輛模型和萬(wàn)州長(zhǎng)江大橋的三維有限元模型，根據(jù)橋梁結(jié)構(gòu)的基本假設(shè)，采用模態(tài)綜合法，通過(guò)輪對(duì)與輪軌之間的幾何相容關(guān)系和力的關(guān)系建立了車(chē)橋耦合振動(dòng)模型。 - After comparing between the finite - element analysis and experimental results , the author verified the fem . then according to the chinese code , the nonlinear finite model of the beam - to - column is established which are made of different size components . the responses of beam - to - column web moment connections which are made of different size components are compared and analyzed from three facets , and the conclusions about the joints behavior are drawn : thicken the connection plate , lengthen the connection plate or use a back - up stiffer can improve the connection behavior , consist of improving the behavior of load - supported and reducing the stress convergence in the flange moment plates
本文根據(jù)我國(guó)規(guī)范的有關(guān)規(guī)定，自行建立了12個(gè)不同構(gòu)件尺寸的梁柱腹板連接的三維有限元模型，對(duì)不同構(gòu)件尺寸的梁柱腹板剛性連接節(jié)點(diǎn)在單向荷載作用下的反應(yīng)進(jìn)行了研究，從結(jié)構(gòu)的mises應(yīng)力等值線(xiàn)示意圖、梁端加載處的荷載? ?位移曲線(xiàn)、翼緣連接板兩端的mises等效應(yīng)力以及翼緣連接板與柱相連接的三邊的mises應(yīng)力等值線(xiàn)示意圖四方面進(jìn)行了比較與分析，從而得出了不同構(gòu)件尺寸的梁柱腹板剛性連接的在受力行為上的結(jié)論：增加翼緣連接板的厚度、增加翼緣連接板的長(zhǎng)度以及采用柱的橫向加勁肋均可以改善節(jié)點(diǎn)的受力性能：提高節(jié)點(diǎn)的承載能力；減小翼緣連接板內(nèi)部與柱翼緣邊的的應(yīng)力不均勻現(xiàn)象，從而避免試件過(guò)早地發(fā)生破壞。 - To characteristic of dam construction period , viscoelastic finite model of dam and foundation rock mass during construction period is analysis . based on field theory , method of founding dam safety monitoring tune - spatial distribution model during construction period is discussed , including statistic time - spatial distribution model , deterministic time - spatial distribution model and hybrid time - spatial distribution model . furthermore , neural network model , which has better nonlinear mapping capability , is studied and founded
( 3 )針對(duì)大壩施工期的特點(diǎn)，研究了壩體和基巖施工期粘彈性有限元分析模型；基于場(chǎng)論理論，探討了建立施工期大壩安全監(jiān)控時(shí)空分布模型(統(tǒng)計(jì)時(shí)空分布模型、確定性時(shí)空分布模型和混合時(shí)空分布模型)的方法；同時(shí)，研究并建立了具有較強(qiáng)非線(xiàn)性映射能力的神經(jīng)網(wǎng)絡(luò)模型。