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应力波在粘弹性桩中的传播特性
Propagating Characters of Stress Wave in Viscoelastic Pile
【摘要】 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。
【Abstract】 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.
【关键词】 粘弹性桩;
纵向振动;
位移波;
应力波;
【Key words】 viscoelastic pile; longitudinal vibration; displacement wave; stress wave;
【Key words】 viscoelastic pile; longitudinal vibration; displacement wave; stress wave;
- 【文献出处】 水利与建筑工程学报 ,Journal of Water Resources and Architectural Engineering , 编辑部邮箱 ,2007年01期
- 【分类号】TU473.1
- 【被引频次】6
- 【下载频次】253