An Experiment on the Seismic Behavior of Reinforced Masonry Buildings with Transverse Bearing Wall

DOI

10.2991/icache-15.2015.29How to use a DOI?

Keywords

Masonry structure; Aseismic strengthening; Pseudo-dynamic test; Quasi-static test

Abstract

A 1:2 reduced scale ordinary masonry structure model with no seismic fortification measures was designed in this paper. After 6 degree rare earthquake, this model has been reinforced by additional concrete beams. Comparedwithresilience, displacement, acceleration and other characteristic in the case of before and after the reinforcement in 6 degrees rareof seismic action.By undertaking quasi-static test with the masonry structure after reinforcement, studied the ultimate bearing capacity, hysteretic curves, skeleton curves, stiffness degradation curve and carry out cracks, then compared with the skeleton curve in the previous studies.

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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TY  - CONF
AU  - Hailong Dong
AU  - Tiejun Qu
PY  - 2015/11
DA  - 2015/11
TI  - An Experiment on the Seismic Behavior of Reinforced Masonry Buildings with Transverse Bearing Wall
BT  - Proceedings of the 2015 International Conference on Architectural, Civil and Hydraulics Engineering
PB  - Atlantis Press
SP  - 145
EP  - 149
SN  - 2352-5401
UR  - https://doi.org/10.2991/icache-15.2015.29
DO  - 10.2991/icache-15.2015.29
ID  - Dong2015/11
ER  -