1) coupled translation and torsion response
平-扭耦联反应
1.
Experimental study of semi-active control of coupled translation and torsion response for frame-shear wall eccentric structure;
框-剪偏心结构平-扭耦联反应半主动控制试验研究
2.
The double-sigmoid model of magnetorheological damper(MRD) and the experiment system of 3-floor frame-shear wall eccentric structure was built according to the coupled translation and torsion response control of this structural model using MRD,based on Matlab/Simulink software environment and hardware/software resources of dSPACE(digital signal processing and control engineering).
为了验证磁流变阻尼器(magnetorheological damper,MRD)对偏心结构在地震作用下的平-扭耦联反应控制的效果,进行了振动台试验。
3.
The double-sigmoid model of magnetorheological damper (MRD) and the experiment system of 3-floor frame-shear wall eccentric structure was built according to the coupled translation and torsion response control of this structural model using MRD, based on Matlab/Simulink software environment and hardware/software resources of dSPACE (digital signal processing and control engineering).
为了验证磁流变阻尼器(magnetorheologicaldamper,MRD)对偏心结构在地震作用下的平-扭耦联反应控制的效果,进行了振动台试验。
3) lateral-torsional coupled effect
平扭耦联效应
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) multi-dimensional and lateral-torsional coupled seismic response analyses
多维及平-扭耦联地震反应分析
补充资料：耦中有耦
中国北宋王安石提出的重要哲学命题。出自其《洪范传》。"耦"即"对"，王安石用以表述对立的概念。他认为，宇宙万物是由水、火、木、金、土五种物质元素构成的。五行具有"时"、"位"、"材"、"气"、"性"、"形"、"事"、"情"、"色"、"声"、"臭"、"味"等属性。不同元素的同一属性是两两相对的。如就"位"言，火上而水下；就"性"言，水润而火熯；就"形"言，水平而火锐；就"材"言，火革而金从革。他把这种对立,叫作"五行之为物,其时、其位、其材、其气、其性、其形、其事、其情、其色、其声、其臭、其味，皆各有耦"。他又认为，每一元素的不同性质，如"气"与"味"之间也存在着对立："生物者，气也；成之者，味也。以奇生则成而耦，以耦生则成而奇。寒之气坚，故其味可用以耎；热之气耎，故其味可用以坚。风之气散，故其味可用以收；燥之气收，故其味可用以散。"由于这种对立处于各元素的对立之中，故王安石称之为"耦之中又有耦"。他认为，由于五行"皆各有耦"、"耦之中又有耦"、"万物之变遂至于无穷"。
王安石"耦中有耦"的命题，揭示了世界处于无穷无尽矛盾之中的状况，猜测到宇宙万物发展的根本原因。
王安石"耦中有耦"的命题，揭示了世界处于无穷无尽矛盾之中的状况，猜测到宇宙万物发展的根本原因。
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