Proceedings of the 2016 International Conference on Civil, Structure and Environmental Engineering

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Seismic response analysis of tied arch bridge

Authors
Yunping Wang, Dejin Tang
Corresponding Author
Yunping Wang
Available Online April 2016.
DOI
10.2991/i3csee-16.2016.13How to use a DOI?
Keywords
tied arch bridge, response spectrum method; finite element software
Abstract

Selecting the appropriate seismic response spectrum function, using the finite element software of Midas-Civil to establish the model of tied arch bridge. At the same time, the internal force and displacement response of the bridge key interface of the vertical is analyzed by using the response spectrum analysis method under the earthquake action.

Copyright
© 2016, 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/).

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Volume Title
Proceedings of the 2016 International Conference on Civil, Structure and Environmental Engineering
Series
Advances in Engineering Research
Publication Date
April 2016
ISBN
10.2991/i3csee-16.2016.13
ISSN
2352-5401
DOI
10.2991/i3csee-16.2016.13How to use a DOI?
Copyright
© 2016, 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  - Yunping Wang
AU  - Dejin Tang
PY  - 2016/04
DA  - 2016/04
TI  - Seismic response analysis of tied arch bridge
BT  - Proceedings of the 2016 International Conference on Civil, Structure and Environmental Engineering
PB  - Atlantis Press
SP  - 64
EP  - 67
SN  - 2352-5401
UR  - https://doi.org/10.2991/i3csee-16.2016.13
DO  - 10.2991/i3csee-16.2016.13
ID  - Wang2016/04
ER  -