H Derakhshan, D Dizhur, MC Griffith… - Journal of Structural …, 2014 - ascelibrary.org
The out-of-plane behavior of as-built and retrofitted unreinforced masonry (URM) walls was investigated by conducting in situ static airbag tests in four buildings. The age of the …
N Ismail, RB Petersen, MJ Masia, JM Ingham - Construction and building …, 2011 - Elsevier
The in-plane shear behaviour of URM wallettes strengthened using near surface mounted high strength twisted stainless steel reinforcement (TSNSM) was investigated and in …
N Ismail, P Laursen, JM Ingham - … Earthquake Engineering Society …, 2009 - academia.edu
The out-of-plane flexural testing of two (02) full scale unreinforced masonry (URM) walls seismically retrofitted using post-tensioning is reported. The selected wall configuration was …
PKVR Padalu, Y Singh, S Das - Construction and Building Materials, 2020 - Elsevier
This article describes the findings of an experimental programme on reversed cyclic testing of unreinforced masonry (URM) walls retrofitted using three different composite materials, in …
N Ismail, DL Lazzarini, PT Laursen… - Australian Journal of …, 2010 - Taylor & Francis
Out-of-plane flexural testing of three full-scale unreinforced masonry (URM) walls seismically retrofitted using post-tensioning is reported. The selected wall configurations …
H Derakhshan - 2011 - researchspace.auckland.ac.nz
This thesis investigates the behaviour of URM walls subjected to out-of-plane seismic forces, and the study is focused primarily on single-storey and two-storey one-way spanning walls …
In this study, the effectiveness of Near Surface Mounted (NSM) method, for in-plane shear strengthening of traditional and historical Unreinforced Masonry (URM) walls, is investigated …
H Derakhshan, JM Ingham - Proceeding of the Australian Earthquake …, 2008 - academia.edu
In order to investigate the seismic behaviour of typical New Zealand unreinforced masonry (URM) walls when subjected to out-of-plane loading, a research project was undertaken …
This paper reports on an experimental study on four unbonded posttensioned masonry walls (PT-MWs). All walls had identical thickness, height, and length of 190, 2,000, and 1,400 mm …