1) Metallic Damper
钢阻尼器
1.
It was shown that the seismic response of bridges could be decreased by using metallic dampers,and the distribution of inner force in the bottom of bridge piers was made uniform.
通过抗震性能对比分析,研究了设置钢阻尼器对连续梁桥的减震效果。
2.
Theoretical and Experimental Research on the Structure with New Type of Metallic Dampers;
对具有不同几何形状的钢阻尼器模型进行拟静力往复加载的模型及原型试验研究，给出了两种初始刚度大，耗能能力好的钢阻尼器，同时验证了采用此方法设计钢阻尼器是可行的。
2) steel plate damper
钢板阻尼器
1.
Firstly, the relationship and its asymptote between force and displacement of the steel plate damper are deduced under monotonic loading.
利用软钢的双线性本构关系,依据经典力学原理推导建立了X形和三角形钢板阻尼器的阻尼力滞回模型。
2.
Secondly, damping force hysteresis loop models for mild steel plate damper are deduced under considering the R-O constitutive model.
利用软钢的Ramberg-Osgood本构关系(R-O模型),依据经典力学原理推导建立了X形和三角形钢板阻尼器的阻尼力滞回模型。
3) 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
4) 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。
5) 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。
6) hysteretic dampers
软钢阻尼器
1.
This paper studies the mitigation effect of hysteretic dampers in steel frames by nonlinear seismic response analyses of a frame without hysteretic dampers and another with hysteretic dampers increased by stories from bottom to top.
本文通过对未安装阻尼器的纯框架结构和自下而上逐层增设阻尼器的结构进行非线性地震反应分析,考察软钢阻尼器在钢框架结构中的减震效果。
2.
Based on the definition of the equivalent viscous damping, the formula of equivalent damping ratio of the structure with hysteretic dampers is derived.
软钢阻尼器在钢框架结构中减震效果的优劣与多种因素有关:即阻尼器的位置、阻尼器的屈服强度、阻尼器与主体结构之间的刚度比、阻尼器屈服剪力与结构总剪力之比等。
3.
A 6-story steel frame with hysteretic dampers was designed by a methodology of seismic design based on response spectrum method for this kind of structure.
对一榀六层钢框架,首先按一种基于反应谱法的安装软钢阻尼器钢框架的抗震设计方法进行了设计;选定梁柱截面尺寸和配置软钢阻尼器。
补充资料：阻尼型电容分压器(见分压器)
阻尼型电容分压器(见分压器)
damped capacitor voltage dividers
阻尼型电粤万压藉一”divider尽)见分压器(dam卯d eapaei、orvoltage
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