A further step toward the understanding of the mechanical behaviour of ancient masonry under persistent loading is taken, thanks to a new experimental research performed on the masonry of the collapsed medieval tower of Pavia, subjected to pseudo-creep tests. The laboratory results are interpreted with the help of a visco-elastic rheological model, including damage variables, for a subsequent application to construction analysis.
Application of a damage model to the study of the long-term behaviour of ancient towers
ANZANI, ANNA;BINDA, LUIGIA;TALIERCIO, ALBERTO
2005-01-01
Abstract
A further step toward the understanding of the mechanical behaviour of ancient masonry under persistent loading is taken, thanks to a new experimental research performed on the masonry of the collapsed medieval tower of Pavia, subjected to pseudo-creep tests. The laboratory results are interpreted with the help of a visco-elastic rheological model, including damage variables, for a subsequent application to construction analysis.File in questo prodotto:
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