组合弹性结构,Multi-structures
1)Multi-structures组合弹性结构
1.Finite Element Methods for Vibration Analysis of Elastic Multi-structures;组合弹性结构振动问题的有限元分析
英文短句/例句

1.Finite Element Methods for Vibration Analysis of Elastic Multi-structures;组合弹性结构振动问题的有限元分析
2.On the Finite Difference Method Based on the Principle of Variation of a Kind of Compounding Elastic Structure;一类组合弹性结构的变分—差分方法的研究
3.Finite Element Analysis for Elastic Multi-Structure Problems Based on a New Zienkiewicz-Type Element基于新型Zienkiewicz元的组合弹性结构问题的有限元方法
4.Elastic and Plastic Analysis of Combined Frame Considering Second-order Effect;组合框架结构的弹性及弹塑性二阶分析
5.Optimal Structure Research for Jib System of Elastic Four-bar Linkage;弹性四连杆组合臂架系统的结构优化研究
6.Exploitation of Elastic-viscoelastic Composite Structure Element;弹性—粘弹性材料复合夹层结构的单元开发
7.Study and Preparation of Porous Polymeric Elatomers;多孔结构聚合物弹性体的制备与研究
8.The Propagation Properties of Elastic Waves at the Interface of One-dimensional Periodic Composites;弹性波在一维周期性复合结构界面的传播特性
9.Synthesis and Characterization of Polyurethane Elastomers Composite Materials;聚氨酯弹性体复合材料的制备及结构性能研究
10.Dynamic characteristic analysis of elastic fluid-filled tank considering liquid sloshing弹性结构与晃动液体耦合系统的动力特性分析
11.Electronic structure and elastic properties of intermetallics Mg_2Pb金属间化合物Mg_2Pb的电子结构和弹性性质
12.Dynamic Calculation and Model Updating of Elastic-viscoelastic Composite Structures;弹性—粘弹性材料复合结构动力学计算与计算模型的修正
13.The Strategic Flexibility Construction of Media Organization under Media Convergence Circumstance媒介融合背景下媒介组织战略弹性的构建
14.The Crystallinity and Oritetation Structures and Crimp Properties of PET/PTT Bicomponent FilamentPET/PTT双组分弹性长丝的结晶取向结构和卷曲性能
15.Nonlinear Static Analysis (Push-over) on SRC-RC Vertical Hybrid Structure;SRC-RC竖向混合结构的静力弹塑性(Push-over)分析
16.Seismic Response Control of Structures Using Superelastic Shape Memory Alloy Wires;超弹性形状记忆合金丝对结构减震控制的研究
17.Nonlinear Static Analysis (Push-Over) on SRC-S Vertical Hybrid StructureSRC-S竖向混合结构的静力弹塑性(Push-over)分析
18.The Global Strong Solution of a Coupled System of Thermo-elastic Beam with Structural Damping具有结构阻尼的热弹性梁耦合系统的整体强解
相关短句/例句

composite structures/elasticity组合结构/弹性力学
3)elastic closed structure弹性闭合结构
4)elastic-viscoelastic combined system弹性-粘弹性复合结构
1.In this paper, a new method of calculating random response spectral moments of elastic-viscoelastic combined systems under random excitations is presented .提出了一种新的计算弹性-粘弹性复合结构随机响应的各阶谱矩的计算方法,它是一种时域复模态分析方法。
5)elastic-viscoelastic composite structures弹性-黏弹性复合结构
1.In recent years, elastic-viscoelastic composite structures are widely utilized in vibration reduction of engineering structure.弹性-黏弹性复合结构目前在结构减振方面应用很广泛,但是现有的有限元分析软件系统尚不能有效地计算这种复合结构。
6)elastic structure弹性结构
1.The propagation characteristics of shear waves in an artificial composite and fissured fine sandstone which have the known elastic structures have been observed by taking shear-vibrated ultrasonic transducers as the transmitter and receiver in laboratory.本文利用剪切振动的超声换能器作发射声源和接收器,在实验室内观测横波在已知弹性结构的人工复合材料和裂隙细砂岩样品中的传播特征。
2.In order to deal with the vibroacoustic and sound radiation problems of elastic structures immerged in water, the interface software between ANSYS V 5.3软件,处理弹性结构水下振动和声辐射问题,设计了2个软件之间的接口软件,给出了接口软件的流程图。
3.In this paper, Hamiltonian system is established for the problem of the coupling vibration of elastic structures in rotating systems.建立了旋转弹性结构耦合振动问题的哈密顿基本体系 ;得到了包括外动量在内的外载直接影响的哈密顿正则控制方程 ;将所研究的问题归结为辛几何空间本征值和本征解的求解问题。
延伸阅读

厂房钢结构组合吊装厂房钢结构组合吊装combined hoisting of steel structure for workshop building  采用组合吊装时,要结合结构型式,根据起重设备能力,保证安全、质量,提高作业效率的原则确定构件组合的范围。常用的组合形式有:(l)多节柱的组合,对H形框架结构也可采用柱与梁组合;(2)吊车梁与辅助析架的组合,将吊车梁、辅助析架利用制动板、水平支撑、垂直支撑进行固定,形成组合体;(3)天窗架的组合,将垂直天窗架与屋面、墙面擦条、天沟和支撑等进行组合;(4)墙面系统的组合,以墙皮柱作骨架,将其与墙面镶条、拉条和钢窗等组合在一起.(5)厂房屋面系统整体组合吊装,将2~3棍屋架,与屋架间上下弦的水平支撑、垂直支撑、屋面镶梁、天沟及天窗等全部构件组合成整体进行吊装。 组合吊装一般选用大型塔式起重机或履带式起重机。吊装前要对起重设备和组合构件进行验算,包括:(1)起重机的起重能力(包括起重量、回转半径、起重高度等)复核;(2)组合件整体稳定和局部稳定验算;(3)吊点处局部变形验算和吊点距离计算;(4)提升用绳索和吊具验算。验算结果全部符合技术要求后,方可进行吊装。 (刘庆华)ehangfang gang」旧gou zuhe dlaozhuang厂房钢结构组合吊装(eombined hoisting ofsteel strueture for workshop building)将部分单体构件预先在地面上组拼成整体后,用起重设备提升到设计位置上的作业。这种方法比单体吊装可大量减少高空作业,节省大型起重设备的台班费用,有利于保证结构节点的焊接质量。但施工准备时间较长,结构组合几何精度控制较复杂,并需选用有较大提升能力的起重设备。