Numerical Modelling in Analysis of Masonry Structure on Undermined Areas
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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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2010, Volume 10, Issue 2, Pages 12-18
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Doi: 10.2478/v10160-010-0016-1
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Prestressing of damaged masonry structures is among the most effective ways of reconstruction of buildings on undermined areas. 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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