扭转耦联,translation-torsion
1)translation-torsion扭转耦联
1.The power spectrum density and variance is calculated,translation-torsion coupling response of eccentric structure is discussed.结论:得出扭转耦联效应不可忽视,设置隔震层可以消减上部结构的响应,适当的加大隔震层的扭转柔性可以降低结构的响应,也就是可以减小扭转效应。
英文短句/例句
1.Secondary system"s optimal position analysis concerning the lateral-torsion coupling effect考虑扭转耦联效应的附属结构最优位置分析
2.TORSIONALLY COUPLED DYNAMIC ANALYSIS OF ASYMMETRIC OFFSHORE PLATFORM SUBJECTED TO WAVE AND EARTHQUAKE LOADINGS地震与波浪荷载作用下偏心海洋平台扭转耦联参数影响分析
3.Parametric analysis for a soil-structure interaction system with lateral-torsional coupling based on forced decoupling method基于强解耦方法的土-结构平扭耦联参数分析
4.Research on Torsional Vibration of Fault Operating Generator Set Rotor System with Mechanical and Electrical Interaction;发电机组故障运行机电耦联扭振研究
5.Magnetic Force and Lateral-torsional Coupling Vibration on a Turbo-generator Rotor;发电机转子的磁拉力与弯扭耦合振动
6.Analysis of Dynamic Behaviors of Pile-soil Nonlinear Coupling Torsional Vibration桩与土非线性耦合扭转振动特性分析
7.Analysis on Multi-Dimensional and Lateral-Torsional Coupled Seismic Response of Base-Isolated Structures;基础隔震结构多维及平—扭耦联地震反应分析
8.Analysis on Lateral-Torsional Coupled Seismic Response of Base-Isolated Eccentric Structures;基础隔震偏心建筑的平—扭耦联地震反应分析
9.The Analysis of Translational-torsional Coupling Response of Base-isolated Eccentric Structures under Random Excitation;偏心隔震结构平—扭耦联随机地震响应分析
10.Parametre Analysis on Lateral-Torsional Coupling of Soil-asymmetric Structure Interaction System;偏心结构—地基土相互作用平扭耦联参数分析
11.Experiment and Analysis of Lateral-torsional Coupled Isolated System Model平扭耦联隔震体系模型试验与分析研究
12.Reasearch on Damp Distributions of Rubber Bearings of Lateral-torsional Coupling Isolated System平扭耦联隔震体系隔震垫阻尼分布影响研究
13.Analytical model and method of torsionally coupled buildings with foundation interaction地基土-偏心结构平扭耦联分析模型与计算方法
14.Study on Nonlinear Dynamics Characteristics of a Rotor with Coupled Bending and Torsional Vibrations转子弯扭耦合振动非线性动力学特性研究
15.Study on Bifurcations and Chaos of Coupled Bending and Torsional Vibration about Fan s Rotor System;风机转子弯扭耦合振动的分岔与混沌研究
16.Study on the Characteristic of Coupling Flexural-Torsional Vibration of Rotor like Generator s;类发电机转子弯扭耦合振动特性的研究
17.Torsional vibration of pile in layered soils with considering soil-pile interaction成层土中桩土耦合扭转振动特性理论研究
18.Torsional-longitudinal coupling vibration stability of drive system for locomotive机车传动系统扭转与轮对纵向耦合振动稳定性
相关短句/例句
Translation-torsion Coupling平移-扭转耦联
1.The translation-torsion coupling model and motion equation of multi-story frame structure are established.采用一类压电材料控制器,首次对建筑结构平移-扭转耦联振动主动控制进行了探索。
3)torsion coupled vibraion扭转耦联振动
4)lateral-torsional coupling平扭耦联
1.Parameter analysis on thelateral-torsional coupling behavior of soil-asymmetric structure interaction system;土-偏心结构相互作用平扭耦联反应参数分析
2.Simplified model of thelateral-torsional coupling isolated system and its parameter analysis;平扭耦联隔震体系的简化模型及有关参数变化的计算分析
3.Parametric analysis for a soil-structure interaction system withlateral-torsional coupling based on forced decoupling method基于强解耦方法的土-结构平扭耦联参数分析
5)torsional coupling平扭耦联
1.In order to study the effect of soil-structure interaction on the coupled lateral and torsional response of asymmetric buildings,this paper proposed the simplified soil-asymmetric structure interaction model,established 5-degree-of-freedom lateral-torsional coupling vibration equations of soil-asymmetric structure system.提出了地基土-偏心结构相互作用体系分析模型,建立了5自由度相互作用平扭耦联运动方程。
2.In order to study the influence of foundation soil on eccentric structure, this paper sets up the simplified foundation-asymmetric structure interaction model and derives the main influencing factors and their ranges that influence the structure\"s elastic response by solving the lateral-torsional coupling equation of the foundation-asymmetric structure interaction system.为研究地基土对偏心结构带来的影响,该文提出偏心结构-地基土相互作用体系简化计算模型,通过偏心结构-地基土相互作用平扭耦联运动方程的解析过程,确定了影响结构弹性反应的主要参数,并对考虑相互作用后参数的范围进行了确认。
6)coupled translation and torsion vibration平动扭转耦联振动
延伸阅读
扭转扭转twistn 1 UzhU0n扭转(t wist)轧制过程中轧件绕自身纵轴转动了一定角度而形成的缺陷。主要发生在型材和棒材上。标准规定产品不能有扭转，出现扭转必须进行矫直。产生扭转的原因有:孔型错牙，轧件进孔型不对中;轧件温度不均;机架间张力过大，拉钢严重;出孔型时因卫板不正，轧件断面上受压不均或受到倾倒力矩等。 (崔峰)
