Proceedings of the 2017 6th International Conference on Energy, Environment and Sustainable Development (ICEESD 2017)

Elastic analysis of reinforced masonry-frame structures under frequent earthquake action

Authors
Yuanhao Xiao
Corresponding Author
Yuanhao Xiao
Available Online April 2017.
DOI
https://doi.org/10.2991/iceesd-17.2017.60How to use a DOI?
Keywords
Frame construction, reinforced masonry, frequent earthquake, elastic analysis
Abstract
In the accelerated development of urbanization in China, it is urgent to improve the anti-seismic capacity of multi story buildings. From the disaster situation of the Wenchuan, Yushu caused by earthquake, the concrete frame infill wall in the stairwell is severely damaged, bringing serious damage to people's lives and property. In this paper, based on the elastic analysis and comparison of the two models of frame infilled wall model and reinforced masonry frame structure, studies the seismic capacity of reinforced masonry walls. The result shows that under multi-seismic action, compare the top displacement of reinforced masonry -frame structure and the maximum inter story drift angle, frame filled wall structure all decreased significantly, the overall seismic capacity improved significantly and enhance the safety of escape passage
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This is an open access article distributed under the CC BY-NC license.

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Proceedings
Part of series
Advances in Engineering Research
Publication Date
April 2017
ISBN
978-94-6252-328-9
ISSN
2352-5401
DOI
https://doi.org/10.2991/iceesd-17.2017.60How to use a DOI?
Open Access
This is an open access article distributed under the CC BY-NC license.

Cite this article

TY  - CONF
AU  - Yuanhao Xiao
PY  - 2017/04
DA  - 2017/04
TI  - Elastic analysis of reinforced masonry-frame structures under frequent earthquake action
PB  - Atlantis Press
SP  - 313
EP  - 321
SN  - 2352-5401
UR  - https://doi.org/10.2991/iceesd-17.2017.60
DO  - https://doi.org/10.2991/iceesd-17.2017.60
ID  - Xiao2017/04
ER  -