Dynamic response of the pile foundation with the effect of soil-structure interaction: analytical mo

来源 :The 4th International Conference on Dynamics, Vibration and | 被引量 : 0次 | 上传用户：bear139

【摘要】

：

The pile foundation, as a deep foundation, is widely used in the civil engineering and can bear a variety of the static and dynamic loads.This paper focuses on the nonlinear response of the pile-soil

【作者】

：

Jianjun Ma Fengjun Liu Xiaojuan Gao

【机构】

：

College of Civil Engineering, Henan University of Science and Technology, Luoyang, 471023, PR China

【出处】

：

The 4th International Conference on Dynamics, Vibration and

【发表日期】

：

2014年8期

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The pile foundation, as a deep foundation, is widely used in the civil engineering and can bear a variety of the static and dynamic loads.This paper focuses on the nonlinear response of the pile-soil interaction system subject to the harmonic loads.Based on the nonlinear dynamics and structural dynamics, considering the geometric nonlinearity and the second-order moment caused by the soil-structure interaction, the analytical model of the pile foundation is proposed via the Hamilton principle.

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