This paper deals with the collapse of masonry cross-vaults and domes, focussing on non-uniform loads. The paper provides analytical models for predicting the load-carrying capacity of doubly-curved unreinforced masonry and of FRP reinforced masonry cross-vault and domes.

Masonry cross-vaults and domes strengthened using advanced composite reinforcement

FACCIO, PAOLO;FORABOSCHI, PAOLO
2002

Abstract

This paper deals with the collapse of masonry cross-vaults and domes, focussing on non-uniform loads. The paper provides analytical models for predicting the load-carrying capacity of doubly-curved unreinforced masonry and of FRP reinforced masonry cross-vault and domes.
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Utilizza questo identificativo per citare o creare un link a questo documento: https://hdl.handle.net/11578/44892
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