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pro vyhledávání: '"Palieraki, Vassiliki"'
Numerous typologies for the layout of steel bars in reinforced masonry members have been proposed in the literature and in relevant design codes. Given that such reinforcement can increase the load-bearing capacity and ductility while also reducing t
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=od______3484::07cbbaa08fcc6d3ab306f8f454204379
https://hdl.handle.net/2117/387200
https://hdl.handle.net/2117/387200
asonry infill in reinforced concrete frames has been recognised as being a strong factor influ- encing the seismic behaviour of buildings. Therefore, the development of innovative infill systems, coupled with the rigorous study of their behaviour, is
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=od______3484::83582c80592daa75aaa10eadea58702f
https://hdl.handle.net/2117/387241
https://hdl.handle.net/2117/387241
he out-of-plane behaviour of two new systems for infill walls, made of clay masonry units, is numerically investigated. The two systems were developed within the INSYSME project. In the first system the enclosure wall is divided into smaller wallette
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=od______3484::c37d958d7a7b44c849c3b38972d0cd16
https://hdl.handle.net/2117/387240
https://hdl.handle.net/2117/387240
Akademický článek
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Publikováno v:
Beton- Und Stahlbetonbau; Sep2007 Supplement 1, Vol. 102 Issue S1, p60-65, 6p
