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Strengthening of Historic Masonry Structures with Composite Materials
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Author(s): Marco Corradi (Northumbria University, UK & University of Perugia, Italy), Adelaja Israel Osofero (Northumbria University, UK & University of Aberdeen, UK), Antonio Borri (University of Perugia, Italy)and Giulio Castori (University of Perugia, Italy)
Copyright: 2015
Pages: 36
Source title:
Handbook of Research on Seismic Assessment and Rehabilitation of Historic Structures
Source Author(s)/Editor(s): Panagiotis G. Asteris (School of Pedagogical & Technological Education, Greece)and Vagelis Plevris (School of Pedagogical & Technological Education, Greece)
DOI: 10.4018/978-1-4666-8286-3.ch008
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Abstract
Existing un-reinforced masonry buildings made of vaults, columns and brick and multi-leaf stone masonry walls, many of which have historical and cultural importance, constitute a significant portion of construction heritage in Europe and rest of the world. Recent earthquakes in southern Europe have shown the vulnerability of un-reinforced masonry constructions due to masonry almost total lack of tensile resistance. Composite materials offer promising retrofitting possibilities for masonry buildings and present several well-known advantages over existing conventional techniques. The aim of this work is to analyze the effectiveness of seismic-upgrading methods both on un-damaged (preventive reinforcement) and damaged (repair) masonry building. After a brief description of mechanical and physical properties of composite materials, three different applications have been addressed: in-plane reinforcement of masonry walls, extrados and intrados reinforcement of masonry vaults/arches and masonry column confinement with composite materials.
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