Proceedings of the 5th International Conference on Advanced Design and Manufacturing Engineering

A Shaking Table Test Design on Seismic Strengthened Brick Masonry Structures

Authors
Jie Ping Liu, Chen Liu, Ling Xin Zhang
Corresponding Author
Jie Ping Liu
Available Online October 2015.
DOI
10.2991/icadme-15.2015.115How to use a DOI?
Keywords
Externally steel reinforcement mesh mortar layer, Seismic strengthened, Brick masonry structure, Shaking table test.
Abstract

The 1:4 scale model for shaking table test was designed as a typical three-storey-office building strengthened with external steel reinforcement mesh mortar layer. The process of modeling was provided, including the relationship of model and proto structure, and the design principle of model components. The scheme of shaking table test was determined, including simulation of wall vertical compressive stress, the artificial mass, the distribution of test instrument and strain gauge, the selection of ground motions.

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/).

Download article (PDF)

Volume Title
Proceedings of the 5th International Conference on Advanced Design and Manufacturing Engineering
Series
Advances in Engineering Research
Publication Date
October 2015
ISBN
978-94-6252-113-1
ISSN
2352-5401
DOI
10.2991/icadme-15.2015.115How 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  - Jie Ping Liu
AU  - Chen Liu
AU  - Ling Xin Zhang
PY  - 2015/10
DA  - 2015/10
TI  - A Shaking Table Test Design on Seismic Strengthened Brick Masonry Structures
BT  - Proceedings of the 5th International Conference on Advanced Design and Manufacturing Engineering
PB  - Atlantis Press
SP  - 568
EP  - 574
SN  - 2352-5401
UR  - https://doi.org/10.2991/icadme-15.2015.115
DO  - 10.2991/icadme-15.2015.115
ID  - Liu2015/10
ER  -