CLC number: TU473.1,TU311.3
On-line Access: 2024-08-27
Received: 2023-10-17
Revision Accepted: 2024-05-08
Crosschecked: 0000-00-00
Cited: 3
Clicked: 5371
ZHU Bin, CHEN Ren-peng, CHEN Yun-min. Transient response of piles-bridge under horizontal excitation[J]. Journal of Zhejiang University Science A, 2003, 4(1): 28-34.
@article{title="Transient response of piles-bridge under horizontal excitation",
author="ZHU Bin, CHEN Ren-peng, CHEN Yun-min",
journal="Journal of Zhejiang University Science A",
volume="4",
number="1",
pages="28-34",
year="2003",
publisher="Zhejiang University Press & Springer",
doi="10.1631/jzus.2003.0028"
}
%0 Journal Article
%T Transient response of piles-bridge under horizontal excitation
%A ZHU Bin
%A CHEN Ren-peng
%A CHEN Yun-min
%J Journal of Zhejiang University SCIENCE A
%V 4
%N 1
%P 28-34
%@ 1869-1951
%D 2003
%I Zhejiang University Press & Springer
%DOI 10.1631/jzus.2003.0028
TY - JOUR
T1 - Transient response of piles-bridge under horizontal excitation
A1 - ZHU Bin
A1 - CHEN Ren-peng
A1 - CHEN Yun-min
J0 - Journal of Zhejiang University Science A
VL - 4
IS - 1
SP - 28
EP - 34
%@ 1869-1951
Y1 - 2003
PB - Zhejiang University Press & Springer
ER -
DOI - 10.1631/jzus.2003.0028
Abstract: Moving ships and other objects drifting on water often impact a bridge's pile foundations. 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.
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