1) energy dissipation and damping control
耗能减震控制
1.
It then comes up with an interpretation about the structure,property development and application of various kinds of dampers which are extensively used in the development of energy dissipation and damping control.
本文首先介绍了结构振动控制 ,包括被动控制、主动控制、半主动控制和混合控制 ,然后对其中应用较为广泛的耗能减震控制中的各种阻尼器构造、性能、研究及应用状况作了系统的讲解 ,并讲述了耗能减震控制的设计标准及发展展
2) energy dissipation
耗能减震
1.
Based on the recent advancement in energy dissipation technology,some new systems of tall building with dissipated device are proposed in this paper,such as the system of high-level transfer structure with energy dissipation device,the tall building with energy-dissipation stories,mega braced frame with energy dissipators and the high-rise connected structure with energy dissipators.
本文在分析几种高层建筑结构体系抗震性能不足的基础上,给合当今耗能减震技术的发展,提出了高位转换耗能减震结构体系、带耗能减震层高层结构体系、巨型框架-耗能减震结构体系和天连耗能减震结构体系等几种高层建筑耗能减震结构新体系,并总结了这些耗能减震结构新体系的初步分析研究结果。
2.
According to the experiments,this paper examines the effects of energy dissipater,based upon the working prin- ciple of energy dissipation system and the main function of viscous fluid damper by oil,in terms of structure impetus re- sponse and technical economic feasibility.
依据耗能减震体系的工作原理和油动式粘滞流体阻尼器的主要性能,结合实例从结构动力响应和技术经济可行性两方面进一步考察了耗能减震器的减震效果。
3.
Structural shock absorption by viscous dampers is one of the most effective energy dissipation methods.
利用粘滞阻尼器对工程结构进行减震是耗能减震方法中最有效的新型抗震技术之一。
4) energy dissipating
减震耗能
5) Seismic Energy Dissipation Story
耗能减震层
1.
Seismic Analysis on Frame-Tube Structure with Seismic Energy Dissipation Story;
带耗能减震层的框架—核心筒结构抗震性能分析
2.
Seismic responses are analyzed on structure with strengthened story and with viscous seismic energy dissipation story in example of a super high-rise building.
以某超高层建筑为例,对带加强层结构和带粘滞耗能减震层结构的地震反应进行了对比分析,分析结果表明:(1)带粘滞耗能减震层结构的地震反应明显小于带加强层结构的地震反应;(2)在地震作用下,带粘滞耗能减震层结构比带加强层结构的内力分布更为均匀,结构内力无明显突变现象;(3)带粘滞耗能减震层结构不会产生应力集中现象。
6) vibration control
减震控制
1.
This paper presents parametric optimization of viscoelastic dampers in vibration control of structures.
研究了粘弹性阻尼器在结构减震控制中的参数优化问题。
2.
complex method and the method of fmincon function, and investigates their application to the vibration control of space frame structures.
基于优化设计理论在大跨空间结构中的应用现状,本文选用了复形法和fmincon 函数法两种优化方法,将其引入工程结构减震控制中,对粘弹性阻尼器在网架结构减震控制中的参数作了优化研究。
3.
Therefore, vibration control is significant to the single-layer reticulated dome.
本文通过分别设置减震弹性支座和弹性阻尼支座的方式对单层球面网壳结构进行振动控制,具体研究内容如下: 首先,深入分析了减震结构的自振特性,阐述了单层球面网壳结构的减震控制原理。
补充资料：反馈控制(见控制系统)
反馈控制(见控制系统)
feedback control
于。。伙。]伙ongZ片}反馈控制(几edbaekcontrol)见拉制系统。
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