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- W2488136880 abstract "The contribution describes the problems of additional reinforcing of masonry structures. Two parts of this problem are solved: design of anchorage at masonry joints and de- sign of the ultimate strength and applicability of a masonry structure. The experimental and theo- retical analysis of the state of stress determination in the anchorage area, the anchorage length and the influence of some factors on these parameters are mentioned. The mechanisms of failure in masonry with additional reinforcement are described when the cross section is loaded by the eccentric force or with the bending moment. Based upon the experiments, a theoretical model for describing the behaviour of reinforced masonry beams has been developed taking into account the build up of the flexural stress to the point of failure. As examples of application of this system on historical objects in the Czech republic, the strengthening of burnt masonry and stone masonry Jezernice viaducts is described." @default.
- W2488136880 created "2016-08-23" @default.
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- W2488136880 date "2001-01-01" @default.
- W2488136880 modified "2023-09-26" @default.
- W2488136880 title "Additional reinforcement in the masonry of historical buildings tests, numerical analysis, practical application" @default.
- W2488136880 hasPublicationYear "2001" @default.
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