1.
Application of correlation analysis in structural damping ratio measurement using time-domain attenuation method
相关分析在结构阻尼比时域衰减法测量中的应用
2.
Structure Damping Ratio to High-speed Train Function under Bridge Dynamic Response Influence
结构阻尼比对高速列车作用下桥梁动态响应的影响
3.
Deduction of the Equivalent Modal Damping Ratio for the Composite Bridge Structure of Steel-reinforced Concrete
钢混混合桥梁结构等效阻尼比的推算
4.
Elastic Dynamic Time-history Analysis of Non-classically Damping 3-Dimendion Structures;
非比例阻尼空间结构弹性动力有限元时程分析
5.
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
6.
Calculation method for additional equivalent damping ratio of energy dissipation structure
消能减震结构附加等效阻尼比计算方法
7.
Additional Viscous Dampers for Civil Structures: Analysis of Design Methods Based on Effective Evaluation of Modal Damping Ratios
土木结构中的附加黏滞阻尼器:基于阻尼比模式评估的设计方法分析
8.
Preparation of Polymer Damping Materials and Designation of Constrained Damping Structure;
高分子阻尼材料制备及约束阻尼结构的设计
9.
An optimization design method for shear wall structure with energy dissipation devices is put forward.
提出了一种消能减震剪力墙结构最优阻尼比的设计方法。
10.
Shaking Table Experimental Study on Composite Modal Damping Ratio of SSI System
土-结构相互作用体系合成模态阻尼比的振动台模型试验研究
11.
DYNAMIC RESPONSE ANALYSIS OF A STRUCTURE WITH ADJUSTABLE NON-PROPORTIONAL DAMPING AND APPLICATIONS TO RIDE COMFORT OPTIMIZATION
变动非比例阻尼结构的动态分析及其在汽车舒适性设计中的应用
12.
Study of Response Spectrum Method for Non-proportionally Damped Islated Structures and Dynamic Analysis of Lateral-torsional Coupled Vibration;
非比例阻尼隔震结构反应谱方法研究及平扭耦联动力分析
13.
Elastic Time-history Analysis of Steel Frames and Concrete Core-tube Hybrid Structure Involving Different Material Damping Ratio;
考虑材料阻尼比不同的钢框架—混凝土筒体混合结构弹性时程分析
14.
Comparative Study of the Effect of Controlling Vibration of Highrise-Building by TLD System;
调频液体阻尼器对高层结构减振控制效果比较研究
15.
Dynamic Time-history Analysis of 3-Dimension Structures under Wind with Non-classically Damping;
风荷载作用下非比例阻尼空间结构动力时程分析
16.
Elastic Seismic Analysis of RC Frame-shearwall Structure with a Steel Tower Atop Involving Non-classical Damping;
非比例阻尼混凝土框剪及顶上钢塔结构弹性抗震分析
17.
Interval estimation method of random seismic peak response for non-classically dynamic system under earthquake fortification level
设防烈度下非比例阻尼结构地震随机响应峰值区间估计方法
18.
Research on seismic influence coefficient of seismic isolated structure with different damping ratio
隔震结构不同阻尼比地震影响系数曲线的改进研究