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动力弹塑性分析 dynamic elasto-plastic analysis英语短句 例句大全

时间:2019-02-02 02:59:22

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动力弹塑性分析 dynamic elasto-plastic analysis英语短句 例句大全

动力弹塑性分析,dynamic elasto-plastic analysis

1)dynamic elasto-plastic analysis动力弹塑性分析

1.Thedynamic elasto-plastic analysis of Guangdong museum is finished.对结构采用精细的弹塑性模型进行动力弹塑性分析,梁柱单元用塑性区模型,剪力墙用带分布钢筋的壳元+混凝土弹塑性损伤模型。

2.Study of seismic behavior of large-span steel structure of the National Stadium was performed bydynamic elasto-plastic analysis method and static elasto-plastic analysis and capacity spectrum method under severe earthquake excitation.采用杆端塑性铰模型、动力弹塑性分析法和静力弹塑性分析法对国家体育场大跨度钢结构罕遇地震作用下的性能进行了分析。

英文短句/例句

1.Structural optimal design of large-span gymnasiums based on elastic-plastic dynamic analysis基于动力弹塑性分析的大跨度场馆优化设计

2.Application of Nonlinear Static and Dynamic Analysis to the Super-High Building Structures;静力与动力弹塑性分析在超限高层建筑结构抗震设计应用的研究

3.Analysis and Simulation on Dynamics of a Ejection System and Dynamic Plastic of the Restoring Spring弹射系统动力学及恢复弹簧动塑性分析与仿真

4.Elasto-plastic Dynamic Analysis of Y-eccentrically Braced Steel Frame;Y型偏心支撑钢框架弹塑性动力分析

5.Elasto-Plastic Dynamic Analysis and Application of Frame with Friction Energy Dissipation;摩擦耗能框架弹塑性动力分析与应用

parative Research on the Nonlinear Static and Dynamic Structural Analysis of R/C Frame;框架结构静力与动力弹塑性抗震分析对比研究

7.Analysis of elasto-plastic dynamic performance of timber frame palace with nine-purlin in Qing Dynasty清代九檩大式殿堂弹塑性动力性能分析

8.Dynamical elastic-plastic analysis and structural seismic capacity evaluation of municipal solid waste incineration and power generation plant厂房结构弹塑性动力分析与抗震性能评估

9.Elasto-Viscoplasticity Dynamic FEM Analysis for Geogrid Reinforced Soil Retaining Wall;格栅加筋土挡墙弹粘塑性动力有限元分析

10.Dynamic Elas-to-plastic Time-history Analysis of Single-story Single-span Gabled Frame;单层单跨门式刚架结构弹塑性动力时程分析

11.Analysis of Elasto-plastic Finite Element and Dynamic Response of Close-Spaced Tunnels;近接隧道的弹塑性有限元分析及动力响应研究

12.Elastoplastic TFRS and TFRS Analysis Method for Structural Dynamic Analysis;弹塑性时频反应谱和动力分析的时频反应谱法

13.The Magneto-Elastic-Plastic Dynamic Analysis for Conductive Rectangular Thin Plates;导电矩形薄板的磁弹塑性动力响应分析

14.Finite Element Analysis on Dynamic Response of Saturated Elasto-viscoplastic Porous Media;弹粘塑性饱和多孔介质动力响应的有限元分析

15.Finite Element Analysis on the Elastic and Plastic Dynamic Behaviors of Saturated Porous Media;液饱和多孔介质动力响应的弹塑性有限元分析

16.Elastic-plastic Time-hisotry Analysis to the Super-high Apartment in Dalian大连某超高层公寓动力弹塑性时程分析

17.Elastic-plastic Analysis on Superstructure of the Powerhouse for Large-sized Hydropower Station大型水电站厂房上部结构弹塑性动力分析

18.Elasto-plastic dynamic response analysis of high-rise frame-shear structure高层框—剪结构弹塑性动力分析影响因素研究

相关短句/例句

elastic plastic dynamic analysis弹塑性动力分析

1.Based on the finite element analysis the outrigger, this paper presents anelastic plastic dynamic analysis to system by using the combined Member story model.以高层建筑中刚臂—芯筒结构体系为分析对象,在对刚臂进行有限元分析的基础上,采用杆系一层模型进行了该体系的的弹塑性动力分析。

3)elasto plastic dynamic analysis弹塑性动力分析

1.The principles and functions of the program HBTA2 0 forelasto plastic dynamic analysis of base isolated structures are presented.介绍了隔震结构弹塑性动力分析程序HBTA2 0的编制原理及功能 ,通过与实验室模型试验及ETABS程序计算结果的对比 ,证明用HBTA2 0程序进行动力分析的可靠性。

4)nonlinear time-history dynamic analysis弹塑性动力时程分析

1.10 by employing a total of 424 seismic waves,thenonlinear time-history dynamic analysis and the perfectly elastoplatic bilinear model.为了考虑不同阻尼比对强度折减系数的影响,通过弹塑性动力时程分析,采用424条国内外的地震波记录,运用理想弹塑性双线性模型对阻尼比为0。

5)viscoelastic dynamic model弹塑性动力分析模型

6)the second-order elastic-plastic dynamic analysis二阶弹塑性动力分析

延伸阅读

弹—塑性变分原理弹—塑性变分原理elastic-plastic variational principletan一suxing bionfen yuanll弹一塑性变分原理(elastie一plastic variation-al Principle)适于弹一塑性材料的能量泛函的极值理论。包括最小势能原理和最小余能原理。塑性加工力学中常用最小势能原理。变形力学问题的能量解法和有限元解法都基于最小势能原理。最小势能原理有全量理论最小势能原理和增量理论最小势能原理。全量理论最小势能原理在极值路径(应变比能取极值的路径)下运动许可的位移场u‘中,真实的位移和应变使所对应的总势能取最小,即总势能泛涵巾取最小值,其表达式为”一0,’一万〔A(一,一关一〕dV一好多!一‘“ (l)式中“:为位移;户:为外力已知面上的单位表面力;关为体力;A(气)为应变比能。A(勒)随材料的模型而异。对应变硬化材料(图a),E严_‘_‘_A(乓r)一二丁二一气助+{刃(r)dr(2)6(1一2刃~一“‘J一、-一、-0式中E,,分别为弹性模量和泊松比;艺一硫瓜,r一掩不万,,,f,一,一音。魔。,,一,一,一音。*。!,;。f,为克罗内克(L.Kroneeker)记号,i=夕时a,一l,i笋少时民,一。,把式(2)代入式(1)便得到卡恰诺夫(几·M·Ka、aHoe)原理x的表达式。i厂:八I’—几I’一 ab乞一乏(r)关系图 a一应变硬化材料;占~理想塑性材料对于理想塑性材料(图b), 艺~ZGr(r

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