Very often the horizontal resistance of an historical masonry building is incremented by using steel tie bars passing in the walls at the floor level. In previous works the results for the cases of the walls with thin platbands or small "panels" have been presented. This paper presents a method and some results for the case in which the masonry panels between two piers are "deep".

Abruzzese, D., Lanni, G. (1995). Static analysis of historical reinforced masonry walls under horizontal loads. ??????? it.cilea.surplus.oa.citation.tipologie.CitationProceedings.prensentedAt ??????? 7th Canadian Conference on Earthquake Engineering, Montreal, Canada.

Static analysis of historical reinforced masonry walls under horizontal loads

Abruzzese, D
;
1995-11-22

Abstract

Very often the horizontal resistance of an historical masonry building is incremented by using steel tie bars passing in the walls at the floor level. In previous works the results for the cases of the walls with thin platbands or small "panels" have been presented. This paper presents a method and some results for the case in which the masonry panels between two piers are "deep".
7th Canadian Conference on Earthquake Engineering
Montreal, Canada
1995
7
Rilevanza internazionale
lug-1995
22-nov-1995
Settore ICAR/09
Settore CEAR-07/A - Tecnica delle costruzioni
English
Masonry construction; Monument; Seismic resistance of masonry walls
Intervento a convegno
Abruzzese, D., Lanni, G. (1995). Static analysis of historical reinforced masonry walls under horizontal loads. ??????? it.cilea.surplus.oa.citation.tipologie.CitationProceedings.prensentedAt ??????? 7th Canadian Conference on Earthquake Engineering, Montreal, Canada.
Abruzzese, D; Lanni, G
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Utilizza questo identificativo per citare o creare un link a questo documento: https://hdl.handle.net/2108/398323
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