CLC number: TU93
On-line Access:
Received: 2005-05-10
Revision Accepted: 2005-11-21
Crosschecked: 0000-00-00
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Che Ai-lan, Iwatate Takahiro, Ge Xiu-run. Study on dynamic response of embedded long span corrugated steel culverts using scaled model shaking table tests and numerical analyses[J]. Journal of Zhejiang University Science A, 2006, 7(3): 430-435.
@article{title="Study on dynamic response of embedded long span corrugated steel culverts using scaled model shaking table tests and numerical analyses",
author="Che Ai-lan, Iwatate Takahiro, Ge Xiu-run",
journal="Journal of Zhejiang University Science A",
volume="7",
number="3",
pages="430-435",
year="2006",
publisher="Zhejiang University Press & Springer",
doi="10.1631/jzus.2006.A0430"
}
%0 Journal Article
%T Study on dynamic response of embedded long span corrugated steel culverts using scaled model shaking table tests and numerical analyses
%A Che Ai-lan
%A Iwatate Takahiro
%A Ge Xiu-run
%J Journal of Zhejiang University SCIENCE A
%V 7
%N 3
%P 430-435
%@ 1673-565X
%D 2006
%I Zhejiang University Press & Springer
%DOI 10.1631/jzus.2006.A0430
TY - JOUR
T1 - Study on dynamic response of embedded long span corrugated steel culverts using scaled model shaking table tests and numerical analyses
A1 - Che Ai-lan
A1 - Iwatate Takahiro
A1 - Ge Xiu-run
J0 - Journal of Zhejiang University Science A
VL - 7
IS - 3
SP - 430
EP - 435
%@ 1673-565X
Y1 - 2006
PB - Zhejiang University Press & Springer
ER -
DOI - 10.1631/jzus.2006.A0430
Abstract: A series of scaled-model shaking table tests and its simulation analyses using dynamic finite element method were performed to clarify the dynamic behaviors and the seismic stability of embedded corrugated steel culverts due to strong earthquakes like the 1995 hyogoken-nanbu earthquake. The dynamic strains of the embedded culvert models and the seismic soil pressure acting on the models due to sinusoidal and random strong motions were investigated. This study verified that the corrugated culvert model was subjected to dynamic horizontal forces (lateral seismic soil pressure) from the surrounding ground, which caused the large bending strains on the structure; and that the structures do not exceed the allowable plastic deformation and do not collapse completely during strong earthquake like hyogoken-nanbu earthquake. The results obtained are useful for design and construction of embedded long span corrugated steel culverts in seismic regions.
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