Numerical Modelling in Analysis of Masonry Structure on Undermined Area
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Radim Cajka,
Lucie Mynarzova
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| Transactions of the VSB - Technical University of Ostrava, Civil Engineering Series |
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2009, Volume 9, Issue 1, Pages 1-6
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Doi: Not indexed
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Prestressing of damaged masonry structures belongs to the most effective ways of reconstruction of buildings on undermined area. Numerical modelling could be used with advantage for design of prestressing tendons as it is shown in this paper. Considering heterogenity and orthotropy of masonry, its modelling is not defined sufficiently. After all, some methods for homogenized properties of masonry could be already applied.
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