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

DOI

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

Copyright

© 2017, 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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TY  - CONF
AU  - Yuanhao Xiao
PY  - 2017/04
DA  - 2017/04
TI  - Elastic analysis of reinforced masonry-frame structures under frequent earthquake action
BT  - Proceedings of the 2017 6th International Conference on Energy, Environment and Sustainable Development (ICEESD 2017)
PB  - Atlantis Press
SP  - 313
EP  - 321
SN  - 2352-5401
UR  - https://doi.org/10.2991/iceesd-17.2017.60
DO  - 10.2991/iceesd-17.2017.60
ID  - Xiao2017/04
ER  -