Proceedings of the First International Conference on Information Sciences, Machinery, Materials and Energy

Seismic response analysis on the prestressed concrete converting truss structure

Authors
Ying Zhang, Xin Wei, Yunmeng Chen
Corresponding Author
Ying Zhang
Available Online July 2015.
DOI
10.2991/icismme-15.2015.117How to use a DOI?
Keywords
Prestressed concrete converting truss; Mode-superposition response spectrum; Dynamic time history response.
Abstract

On the basis of simulating finite element model that according to an actual engineering, the paper uses mode-superposition response spectrum for the calculation of horizontal and vertical seismic actions. In addition, to obtain dynamic time history response of the prestressed concrete conversion truss structure under the seismic action, the paper chooses appropriate ground motion records to simulate the finite element mode via sap2000 as the supplement calculation.

Copyright
© 2015, 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 First International Conference on Information Sciences, Machinery, Materials and Energy
Series
Advances in Intelligent Systems Research
Publication Date
July 2015
ISBN
10.2991/icismme-15.2015.117
ISSN
1951-6851
DOI
10.2991/icismme-15.2015.117How to use a DOI?
Copyright
© 2015, 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

TY  - CONF
AU  - Ying Zhang
AU  - Xin Wei
AU  - Yunmeng Chen
PY  - 2015/07
DA  - 2015/07
TI  - Seismic response analysis on the prestressed concrete converting truss structure
BT  - Proceedings of the First International Conference on Information Sciences, Machinery, Materials and Energy
PB  - Atlantis Press
SP  - 571
EP  - 574
SN  - 1951-6851
UR  - https://doi.org/10.2991/icismme-15.2015.117
DO  - 10.2991/icismme-15.2015.117
ID  - Zhang2015/07
ER  -