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1)  HADAS
软钢阻尼器(HADAS)
2)  HADAS damper
HADAS阻尼器
1.
As a new type of displacement-dependent ADAS (Added Damping And Stiffness) dampers, HADAS damper consists of several mild steel energy-dissipation plates, which can dissipate a large amount of seimic energy induced into the structure by their out-of-plane inelastic hysteresis cycles and effectively improve the seimic behavior of structure.
因此,本文对HADAS阻尼器的消能减震性能进行了以下研究工作: 1、作为本文研究的主要工作,本文设计实施了应用HADAS阻尼器消能减震的框架结构模型振动台试验,获得了该框架模型在不同地震水准作用、不同地震波输入、不同地震作用方向以及安装阻尼器与未装阻尼器等试验工况下的层间位移、楼层加速度、基底剪力等结构反应。
3)  HADAS steel plate energy damper
HADAS钢板消能阻尼器
4)  mild steel damper
软钢阻尼器
1.
Simulation analysis on hysteretic behavior and vibration suppression of the mild steel damper with the diamond-shaped opening and added damping and stiffness;
菱形开洞软钢阻尼器及其在结构减震中的模拟分析
2.
Study on mechanical behavior and effectiveness of a new type of mild steel damper;
一种新型软钢阻尼器力学性能和减震效果的研究
3.
An experimental research on performance and application of a new type of mild steel damper added damping and stiffness(ADAS);
新型加劲软钢阻尼器性能与试验
5)  metallic damper
软钢阻尼器
1.
Earhquake-resistent design of reinforced concrete frame with metallic dampers of "dual functions";
钢筋混凝土框架结构利用“双功能”软钢阻尼器的抗震设计
2.
A new idea of designing mild metallic damper is presented,it is that to strengthen the initial stiffness by extending the steel plate of the damper in its own plane and to increase the energy-dissipating ability by changing the geometric shape of the steel plate of the damper.
提出了设计软钢阻尼器的新思路:利用钢板平面内受力提高初始刚度,并通过改变钢板平面几何形状增加变形耗能能力。
3.
A three-dimensional five story frame structure model with and without metallic damper are made with ADPL language in ANSYS program.
运用有限元软件ANSYS对一幢五层钢筋混凝土框架结构在安装“双功能”软钢阻尼器前后分别建立三维模型,并进行模态响应分析,及地震作用下的非线性时程分析。
6)  hysteretic damper
软钢阻尼器
1.
Experimental study on seismic behavior of steel frameattached with hysteretic dampers;
安装软钢阻尼器的钢框架结构抗震性能研究
2.
Experimental and theoretical study on vibration control of steel frame attached with hysteretic dampers;
钢框架结构软钢阻尼器振动控制的试验及理论研究
3.
This paper studies the condition that structures should be in when hysteretic dampers mitigate seismic action most effectively in theory.
从理论上探讨了软钢阻尼器发挥最佳减震效果时结构应具备的条件。
补充资料:软钢815

mildsteel:在我国,这一术语用作“低碳钢”(含碳量<0.25的钢)的别名。

说明:补充资料仅用于学习参考,请勿用于其它任何用途。
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