Experimental Behavior of Full Scale URM Building Retrofitted with Ferrocement Overlay
2011 ◽
Vol 255-260
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pp. 319-323
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Keyword(s):
This paper presents a study on the behavior of a damaged full scale unreinforced brick masonry building, retrofitted with ferrocement overlay and cement based grout injection, tested under cyclic loading. Damage mechanism and force-deformation behavior of the retrofitted structure are compared with its pre-damaged response to quantify the beneficial effects of retrofitting scheme. The lateral load capacity of the retrofitted building was significantly improved and the damage mechanism was transformed from mixed compression-flexural-shear mode to a more stable flexural rocking mode. The energy dissipation capacity, however, remained unchanged and the deformation capacity was slightly decreased.
2002 ◽
Vol 67
(560)
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pp. 181-188
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2017 ◽
Vol 27
(9)
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pp. 1416-1447
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2015 ◽
Vol 9
(1)
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pp. 295-307
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2017 ◽
Vol 73
(2)
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pp. 150-164
2018 ◽
Vol 1
(2)
◽
pp. 1-12
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Keyword(s):
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