• 阻尼简谐振动 - 引用次数：4

  The impacted bridge was considered to do simple harmonic oscillation with damping after impact. Some new concepts,such as equivalent amplitude,equivalent coefficient of elasticity,etc. were put forward.

  认为桥梁在受到撞击后做阻尼简谐振动,提出了如等效振幅、等效弹性系数等概念。

  参考来源 - 桥梁撞击问题研究的新方法

·2,447,543篇论文数据，部分数据来源于NoteExpress