Proceedings of the 2nd International Conference on Electronic & Mechanical Engineering and Information Technology (EMEIT 2012)

<Previous Article In Volume
Next Article In Volume>

Finite Element Simulative Analysis of Concrete Arch Dam Structure

Authors
Dongyu Ji, Weixing Chen
Corresponding Author
Dongyu Ji
Available Online September 2012.
DOI
10.2991/emeit.2012.181How to use a DOI?
Keywords
Concrete arch dam, Finite element method, Simulation analysis, Stress distribution.
Abstract

In this paper, finite element simulative analysis is proceeded for the concrete arch dam of Tianshengqiao reservoir. Deducing variation law of the dam’s stress and displacement in construction process and operational process. The analytic results are shown concrete arch dam of Tianshengqiao reservoir is reasonable structure, and every index meets the requirements for design.

Copyright
© 2012, the Authors. Published by Atlantis Press.
Open Access
This is an open access article distributed under the CC BY-NC license (http://creativecommons.org/licenses/by-nc/4.0/).

Download article (PDF)

<Previous Article In Volume
Next Article In Volume>
Volume Title
Proceedings of the 2nd International Conference on Electronic & Mechanical Engineering and Information Technology (EMEIT 2012)
Series
Advances in Intelligent Systems Research
Publication Date
September 2012
ISBN
978-90-78677-60-4
ISSN
1951-6851
DOI
10.2991/emeit.2012.181How to use a DOI?
Copyright
© 2012, the Authors. Published by Atlantis Press.
Open Access
This is an open access article distributed under the CC BY-NC license (http://creativecommons.org/licenses/by-nc/4.0/).

Cite this article

risenwbib
TY  - CONF
AU  - Dongyu Ji
AU  - Weixing Chen
PY  - 2012/09
DA  - 2012/09
TI  - Finite Element Simulative Analysis of Concrete Arch Dam Structure
BT  - Proceedings of the 2nd International Conference on Electronic & Mechanical Engineering and Information Technology (EMEIT 2012)
PB  - Atlantis Press
SP  - 844
EP  - 847
SN  - 1951-6851
UR  - https://doi.org/10.2991/emeit.2012.181
DO  - 10.2991/emeit.2012.181
ID  - Ji2012/09
ER  -