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Controlled seismic behaviour of masonry-infilled steel frames

Ivan Radić
Damir Markulak
Vladimir Sigmund

Puni tekst: hrvatski pdf 438 Kb

str. 883-893

preuzimanja: 644


Puni tekst: engleski pdf 756 Kb

str. 883-893

preuzimanja: 395



Whether used as a curtain/partition wall or a bearing part of the structure, masonry infill significantly affects structural behaviour of the primary structure. Two different types of masonry units (‘strong’ and ‘weak’), often used in Croatia as infill of steel frames, are initially considered in the paper. Based on experimental results obtained by testing behaviour of these two types of masonry units, a third type of infill is proposed, which is a specific combination of the initial two types, and enables realisation of controlled behaviour of masonry-infilled steel frames.

Ključne riječi

masonry infill; steel frames; frame to infill interaction; controlled seismic behaviour

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Podaci na drugim jezicima: hrvatski

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