Experimental Study on Seismic Behavior of Masonry Walls Retrofitted Using Epoxy Resin Injection

Article Preview

Abstract:

2008 Wenchuan earthquake has showed that failure of masonry walls is one of the major causes of material damage and loss of human life due to seismic events. Therefore, study of masonry walls seismic behavior and development of effective and practical retrofitting schemes is an urgent need. So this work presents an experimental program that investigates in-plane seismic behavior of common types of shale masonry walls before and after retrofitting using epoxy resin injection technique. In this experimental study, the primary objective was to evaluate the efficiency of this retrofitting method on masonry walls. The results of this study shows that using epoxy resin injection technique increased the in-plane maximum strength, the ductility, the initial stiffness value, the stiffness, and the energy dissipated during all the loading stages, and decreased the ductility factor.

You might also be interested in these eBooks

Info:

Periodical:

Pages:

1373-1377

Citation:

Online since:

September 2011

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2011 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

[1] Drydale, R G., Hamid, A A and Baker, L. R., Masonry Structure Behavior and Design. Prentice-Hall Inc., 1994, p.784.

Google Scholar

[2] Garbin E., Galati N., Nanni A., Design Guidelines for the Strengthening of Unreinforced Masonry Structures Using Glass Grid Reinforced Polymers (GGRP) Systems, Report Prepared for Bondo Techfab, 2005.

Google Scholar

[3] EIGawady, M., Leatuzzi, P. and Badoux, M., A review of Conventional Seismic Retrofitting Techniques for URM. In: 13th IB2MaC, Amasterdam;2004.

Google Scholar

[4] EIGawady, M., Leatuzzi, P. and Badoux, M., A review of Rotrofitting of URM Walls using Composites. In: 4th Int Conf Adv Comp Mat Bridges and Struc, Calgary; 2004.

Google Scholar

[5] EIGawady, M., Leatuzzi, P. and Badoux, M., Analytical Model for the In-Plane Shear Behavior of URM walls retrofitted with FRP Composites. Science and Technology. 2006, pp.459-474.

DOI: 10.1016/j.compscitech.2005.06.015

Google Scholar

[6] Calvi, G., Magenes, G., Experimental results on unreinforced masonry shear walls damaged and repaired. In: 10th IB2MaC, Calgary, Canada, 1994, pp.509-518.

Google Scholar