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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。
2)  lateral-torsional coupled seismic response
平-扭耦联地震反应
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。
  

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