Transient response of piles-bridge under horizontal excitation

被引：0

作者：

Zhu Bin

Chen Ren-peng

Chen Yun-min

机构：

[1] Zhejiang University,Geotechnical Engineering Institute

来源：

Journal of Zhejiang University-SCIENCE A | 2003年 / 4卷 / 1期

关键词：

Piles-bridge; Horizontal excitation; Dynamic response; A; TU473.1; TU311.3;

D O I：

10.1631/BF02841075

中图分类号：

学科分类号：

摘要：

Moving ships and other objects drifting on water often impact a bridge's pile foundation. The mechanical model of the piles-bridge structure under horizontal forcing was established, and a time-domain approach based on Finite-difference Method was developed for analyzing the dynamic response of the piles-bridge structure. For a single pile, good agreement between two computed results validated the present approach. The slenderness ratio of the pile, the pile-soil stiffness ratio and the type of the structure influence the dynamic response of the piles-bridge structure. The computed results showed that the stiffness of the structure determines the dynamic response of the piles-bridge structure under horizontal forcing.

引用

页码：28 / 34

页数：6

共 26 条

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