Proceedings Vol. 30 (2024)
ENGINEERING MECHANICS 2024
May 14 – 16, 2024, Milovy, Czech Republic
Copyright © 2024 Brno University of Technology, Institute of Solid Mechanics, Mechatronics and Biomechanics, Brno
ISSN 1805-8248 (printed)
ISSN 1805-8256 (electronic)
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pages 278 - 281, full text
Comparison of seismic resistance capacity of masonry structures with site dependent seismic demand is presented. Five building types are selected and subjected to the analysis. Push-over analyses have been performed assuming non-linear behaviour of individual walls. Five different damage grades have been identified starting with first crack on a wall up to the total collapse of the structure.
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