1) transverse inertia
横向惯性
1.
A new nonlinear wave equation of a finite deformation elastic circular rod simultaneously introducing transverse inertia and shearing strain was derived by means of Hamilton principle.
在同时引入横向惯性和横向剪切应变的情况下,导出了有限变形弹性圆杆的非线性纵向波动方程,方程中包含了二次和三次的非线性项以及由横向剪切与横向惯性导致的两种几何弥散效应。
2) Transverse inertia loads
横向惯性过载
3) transverse inertial effect
横向惯性效应
1.
Based on the theory of saturated soil presented by Biot and the theory of Rayleigh-Love bar,the coupled longitudinal vibration of a large diameter end-bearing pile in saturated soil is investigated by considering transverse inertial effect.
根据B iot饱和土理论和R ay le igh-Love杆理论,计及土层及桩的径向运动影响,导出了考虑横向惯性效应的端承桩与饱和土的纵向耦合振动频域的解析解和时域半解析解,对比了考虑与不考虑横向惯性效应时,大直径嵌岩桩纵向振动引起的土层复阻抗的异同以及桩顶导纳和时域反射的特征。
2.
Based on theories of saturated soil presented by Biot and Rayleigh-Love bar, the coupled longitudinal vibration of a large diameter end-bearing pile in saturated soil is investigated considering transverse inertial effect.
根据Biot饱和土理论和Rayleigh-Love杆理论,计及土层及桩的径向运动影响,导出了考虑横向惯性效应的端承桩与饱和土的纵向耦合振动频域解析解和时域半解析解,对比了考虑与不考虑横向惯性效应的大直径嵌岩桩纵向振动下桩顶速度幅频和时域反射的特征,研究表明,长径比越小,横向惯性效应越明显,而泊松比和激振频率对桩顶响应也有重要影响,通过工程实例对比表明,长径比较小的桩采用考虑横向惯性效应的计算方法可以得到更好的拟合效果。
4) roll moment of inertia
横摇惯性矩
5) lateral nonlinear inertial response of single piles
单桩横向非线性惯性响应
6) inertia guiding
惯性导向
补充资料:横向动量
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