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1)  bridge-vehicle dynamic interaction
车桥共振
1.
Study on bridge-vehicle dynamic interaction of hybrid arch bridge of steel tube and concrete filled steel tube;
钢管—钢管混凝土复合拱桥的车桥共振分析
2)  vehicle and bridge coupling vibration
车桥耦合共振
3)  resonance bridge
共振桥
4)  Resonance between person and bridge
人桥共振
5)  vibration of vehicle-bridge
车桥振动
1.
A simplified computing method considered initial stress effect and geometrical non-linearity of cable-stayed bridge for analyzing vibration of vehicle-bridges is applied.
将随机桥面平整度描述为零均值的平稳高斯随机过程,建立了大跨度斜拉桥空间有限元模型,考虑结构的初始应力效应和几何非线性因素,提出了一种斜拉桥车桥振动分析的简化方法。
2.
A simplified computing method considering initial stress effect and geometrical non-linearity of cable-stayed bridge for analyzing vibration of vehicle-bridges is presented based on the second development of ANSYS.
基于ANSYS的二次开发功能,考虑结构的初始应力效应和几何非线性因素,提出了一种大跨斜拉桥车桥振动分析的简化方法,给出了运用APDL(ANSYSParametricDesignLanguage)语言编制分析程序的步骤和过程。
6)  vehicle-bridge vibration
车桥振动
1.
The author computes the vehicle-bridge vibrations of the common simply supported-continuous box beam bridges and analyses the dynamic capability resulted from bridge deck pavement and the change of cross-sections size and vehicle velocity.
同时详细分析桥面铺装、截面尺寸和行驶车速的变化等对该类桥型的车桥振动动力特性的影响,得到影响该类桥车桥耦合振动性能的关键因素,并提出设计建议。
补充资料:电子自旋共振(见电子回旋共振)


电子自旋共振(见电子回旋共振)
electron spin resonance

  电子自旋共振eleetron spin resonanee见电子回旋共振。
  
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