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propagating characters
相关语句
  传播特性
    PROPAGATING CHARACTERS OF STRAIN WAVE IN PILE
    应力波在基桩中的传播特性
短句来源
    Propagating Characters of Stress Wave in Viscoelastic Pile
    应力波在粘弹性桩中的传播特性
短句来源
    The pile is simplifyed as an one dimensional elastic rod. The propagating characters of strain wave and displacement wave in different piles are studied.
    将基桩简化为一维弹性杆 ,研究了位移波和应力波在不同类型的基桩中的传播特性
短句来源
    The propagating characters of stress wave and displacement wave are studied. The results are propitious to improve the rational acquaintance for pile testing and provide the rigid theory basis for explanation of practical testing response and parameter calculation.
    研究了位移波和应力波在不同类型的基桩中的传播特性,通过对应力波传播特性的研究,不仅有利于提高基桩检测的理性认识,而且为实测响应的解释和参数的估计提供了较为严格的理论依据。
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The pile is simplifyed as an one dimensional elastic rod.The propagating characters of strain wave and displacement wave in different piles are studied.At the same time,the reflection characters of strain wave and displacement wave are analyzed at the fixed end,free end and elastic bearing end.At the fixed end,displacement is zero and strain is double.However at the free end,displacement is double and strain is zero.The results are propitious to improve rational acquaintance of pile under dynamic...

The pile is simplifyed as an one dimensional elastic rod.The propagating characters of strain wave and displacement wave in different piles are studied.At the same time,the reflection characters of strain wave and displacement wave are analyzed at the fixed end,free end and elastic bearing end.At the fixed end,displacement is zero and strain is double.However at the free end,displacement is double and strain is zero.The results are propitious to improve rational acquaintance of pile under dynamic testing.

将基桩简化为一维弹性杆 ,研究了位移波和应力波在不同类型的基桩中的传播特性。同时 ,本文分析了位移波和应力波在固定端、自由端和弹性支承端的反射特点。在固定端 ,位移为零而应力加倍 ;在自由端 ,应力为零而位移加倍。通过对应力波在基桩中的传播特性的分析 ,不仅有利于提高基桩动测的理性认识 ,而且为实测响应的解释和参数的估计提供了较为严格的理论依据

The longitudinal vibration equation of a viscoelastic pile is developed.The propagating characters of stress wave and displacement wave are studied.The results are propitious to improve the rational acquaintance for pile testing and provide the rigid theory basis for explanation of practical testing response and parameter calculation.

推导了桩侧土作用下的粘弹性桩的振动方程;研究了位移波和应力波在不同类型的基桩中的传播特性,通过对应力波传播特性的研究,不仅有利于提高基桩检测的理性认识,而且为实测响应的解释和参数的估计提供了较为严格的理论依据。

 
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