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

The Research on Seismic Response of Prestressed Concrete Flat Beam in Pseudo-dynamic Test

Authors
Feiyan Li
Corresponding Author
Feiyan Li
Available Online September 2012.
DOI
10.2991/emeit.2012.172How to use a DOI?
Keywords
prestressed concrete,flat-beam frame,seismic response,pseudo-dynamic test
Abstract

By carrying out pseudo-dynamic test on an unbonded and a bonded prestressed concrete flat beam separately, their dynamic properties and seismic responses can be learned, also seismic resistance can be compared. The test results show that framework with prestressed concrete flat beam has certain energy-absorbing capacity, and no matter bonded form or not it makes little influence on overall seismic performance and failure form. In addition, the beam-column strength ratio should be increased properly in 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/).

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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
10.2991/emeit.2012.172
ISSN
1951-6851
DOI
10.2991/emeit.2012.172How 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

TY  - CONF
AU  - Feiyan Li
PY  - 2012/09
DA  - 2012/09
TI  - The Research on Seismic Response of Prestressed Concrete Flat Beam in Pseudo-dynamic Test
BT  - Proceedings of the 2nd International Conference on Electronic & Mechanical Engineering and Information Technology (EMEIT 2012)
PB  - Atlantis Press
SP  - 806
EP  - 809
SN  - 1951-6851
UR  - https://doi.org/10.2991/emeit.2012.172
DO  - 10.2991/emeit.2012.172
ID  - Li2012/09
ER  -