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。
2) 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 the lateral-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 the lateral-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 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
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
补充资料：扭转
扭转
twist
n 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)
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条