The determination of strain properties of masonry in the direction parallel to bed joints is a fundamental pre-requisite for designing structures, where masonry is subjected to horizontal stresses (e. g. strengthening with prestressing). The diploma thesis summarized techniques of determination of masonry modulus of elasticity presented in available literature. The goal is to suggest suitable methodology of determination of masonry modulus in direction parallel to the bed joints. In the practical part of the diploma thesis is that methodology verified by experimental test and results of tests are analyzed and discussed.
Identifer | oai:union.ndltd.org:nusl.cz/oai:invenio.nusl.cz:227159 |
Date | January 2015 |
Creators | Kuchař, Martin |
Contributors | Klusáček, Ladislav, Terzijski, Ivailo |
Publisher | Vysoké učení technické v Brně. Fakulta stavební |
Source Sets | Czech ETDs |
Language | Czech |
Detected Language | English |
Type | info:eu-repo/semantics/masterThesis |
Rights | info:eu-repo/semantics/restrictedAccess |
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