1) large damping ratio
大阻尼比
1.
Complex mode superposition-response spectrum method with large damping ratio for structures with TMD
带TMD结构的大阻尼比复振型叠加反应谱法
2) damping ratio
阻尼比
1.
Dynamic shear modulus and damping ratio of saturated clay;
饱和黏土动剪切模量与阻尼比的试验研究
2.
Experimental study on effect of initial intermediate principal stress coefficient on dynamic shear modulus and damping ratio of medium-dense fly ash;
初始中主应力系数对中密粉煤灰动模量阻尼比影响的试验研究
3.
A simplified method for calculating modulus ratio and damping ratio considering vertical seismic motion;
考虑竖向地震动下模量比和阻尼比简化公式
3) Damp ratio
阻尼比
1.
Dynamic measure of elasticity modulus and damp ratio of plywood;
胶合板弹性模量与阻尼比的动态测量
2.
The experimental results show that the loss factor and damp ratio decrease,the resonance frequency increases with increase of the aperture of the piston in the damper.
对阻尼器不同孔径进行了对比试验,试验结果表明:随着活塞孔径的增大,阻尼器的损耗因子和阻尼比减小,共振频率增加。
3.
The model s dynamic properties,damp ratio and responses of acceleration and deformation on the different level earthquakes are studied.
本文通过对北京LG大厦单塔主体结构1/20整体模型模拟地震振动台试验,测试了模型结构的动力特性、阻尼比及其在8度多遇、8度基本、8度罕遇烈度地震作用下的加速度和位移反应等,研究了模型结构的破坏机理和破坏模式,并根据试验结果和相似理论,推导、分析了原型结构的地震反应。
4) specific damping
比阻尼
1.
In terms of the effective damping matrix, the energy loss and specific damping of the laminat.
由此 ,可由层板的有效应力和有效应变计算出其能量耗散进而得到比阻尼。
5) damping ratio
动阻尼比
1.
Experimental study on influence of vibration frequency to dynamic modulus and damping ratio characteristics of saturate sandy pebble soil;
振动频率对饱和砂卵石土动模量和动阻尼比影响的试验研究
6) dynamic damping ratio
动阻尼比
1.
Dynamic triaxial test is mainly used to determine the dynamic shear modulus & dynamic damping ratio of soil,which are the important parameters for seismic response analysis.
动三轴试验主要确定土的动剪切模量和土的动阻尼比,而这些参数又是地震动反应分析中的重要参数,该参数的取值小直接影响了桥梁的勘察设计。
2.
Testing study is made on dynamic mechanics parameters,including dynamic elastic modulus and dynamic damping ratio,of silty-clay and fine-sand which are sampled from the Qinghai-Tibet railway.
本文分析了取自青藏铁路的两种路基土,即粉质粘土和细砂的动弹性模量和动阻尼比变化特征。
补充资料：比昂斯滕·比昂松
比昂斯滕·比昂松
比昂斯滕·比昂松（1832～1910）挪威戏剧家、诗人、小说家。主要作品有剧作《皇帝》、《挑战的手套》，诗集《诗与歌》等。1903年作品《挑战的手套》获诺贝尔文学奖 。获奖理由： “他以诗人鲜活的灵感和难得的赤子之心，把作品写得雍容、华丽而又缤纷”。
说明：补充资料仅用于学习参考，请勿用于其它任何用途。