Chinese translation for "finite model"
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- 有限模型
Related Translations:
- Example Sentences:
| 1. | F . the experiment for crunodal model are done , and its results are compared with the ones of the finite model
进行结点模型试验，并与有限元的结果进行比较。 | | 2. | Based on system research of bellows " mechanic performance , this paper puts forward a finite model of metallic hose
本文在对波纹管的力学性能系统研究的基础上，提出了金属软管计算非线性有限元模型。 | | 3. | 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
摘要本文简要介绍了钢筋混凝土有限元传统模型，提出了三维钢筋混凝土结构非线性有限元分析复合式模型。 | | 4. | 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
利用现有的有限元分析软件ansys对两个与实际试验试件具有相同尺寸的模型进行了计算，校正了有限元模型分析所应用的参数。 | | 5. | 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 )
本文在钢梁?钢骨混凝土柱节点抗震性能试验研究的基础上，应用大型有限元软件ansys对其中两个不同类型的节点试件进行了非线性有限元分析。 | | 6. | ( 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
研究空腹板柱节点的传力机理和破坏模式;对在竖向荷载作用下、竖向荷载和不平衡弯矩共同作用下板柱节点内力、变形和破坏过程进行研究,并提出了抗冲切承载力的简化计算方法。 | | 7. | 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
本文在弹性力学和塑性力学的基础上，利用非线性有限单元法，建立了考虑几何非线性、材料非线性以及摩擦等参数的梁柱腹板连接的非线性有限元模型，模拟研究了钢框架梁柱腹板连接在单向荷载作用下的反应。 | | 8. | 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
本文以广州市中山一桥为背景，采用大型通用有限元程序ansys ，考虑构件间的空间相互作用，建立了三维的有限元模型，重点对以下几个方面进行深入探讨：首先，在对复杂的桥梁结构进行三维的有限元模型建立时，梁格法是分析桥梁上部结构比较实用而且有效的空间分析方法。 | | 9. | 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
本文结合铁路桥梁的特点，分别建立了车辆模型和万州长江大桥的三维有限元模型，根据桥梁结构的基本假设，采用模态综合法，通过轮对与轮轨之间的几何相容关系和力的关系建立了车桥耦合振动模型。 | | 10. | 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
本文根据我国规范的有关规定，自行建立了12个不同构件尺寸的梁柱腹板连接的三维有限元模型，对不同构件尺寸的梁柱腹板刚性连接节点在单向荷载作用下的反应进行了研究，从结构的mises应力等值线示意图、梁端加载处的荷载? ?位移曲线、翼缘连接板两端的mises等效应力以及翼缘连接板与柱相连接的三边的mises应力等值线示意图四方面进行了比较与分析，从而得出了不同构件尺寸的梁柱腹板刚性连接的在受力行为上的结论：增加翼缘连接板的厚度、增加翼缘连接板的长度以及采用柱的横向加劲肋均可以改善节点的受力性能：提高节点的承载能力；减小翼缘连接板内部与柱翼缘边的的应力不均匀现象，从而避免试件过早地发生破坏。 |
- Similar Words：
- "finite memory automaton" Chinese translation, "finite memory channel" Chinese translation, "finite memory filter" Chinese translation, "finite memory machine" Chinese translation, "finite message machine" Chinese translation, "finite module" Chinese translation, "finite moment" Chinese translation, "finite moment theorem" Chinese translation, "finite morphism" Chinese translation, "finite movement" Chinese translation
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