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".File | Dimensione | Formato | |
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