Analysis of confined masonry with Strut and Tie models
Keyword(s):
Strut & Tie (S-T) models are used quite commonly for the analysis of reinforced concrete structures and in the calculation of masonry structures. Creating the S-T model of the confined masonry is slightly different from models of reinforced concrete or models of classic masonry structures. These models should take into account different stiffness of concrete and masonry. This article proposes a Strut & Tie model for the analysis of confined masonry. The results of calculations were compared with the results of tests of full scale masonry walls with and without opening. Good compliance of the calculation results of S-T models with the test results was obtained.
2013 ◽
Vol 351-352
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pp. 95-98
Keyword(s):
2017 ◽
Vol 148
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pp. 660-672
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2014 ◽
Vol 931-932
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pp. 468-472
2013 ◽
Vol 479-480
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pp. 1170-1174
2009 ◽
Vol 87
(23-24)
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pp. 1483-1495
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2014 ◽
Vol 931-932
◽
pp. 473-477
Keyword(s):
2011 ◽
Vol 250-253
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pp. 1385-1394