Testing and design procedure for corner connections of masonry heritage buildings strengthened by metallic grouted anchors

Abstract

Structural connections are crucial in determining the seismic behaviour of buildings; their importance is indeed acknowledged by current design codes, both in the case of new built and of heritage structures. Eurocode 8 in particular encourages the strengthening of connections of existing structures so as to ensure global response; yet, at the state of the art, clear prescriptions regarding the assessment of connections of heritage buildings and the design of appropriate strengthening systems are missing. Even the scientific literature seldom deals with the issue of connections, both in the unreinforced and strengthened setup. As such, designers are left with the issue of experimentally characterise the capacity of connections, and of sourcing data and choosing suitable design procedures in order to comply with the requirements prescribed for retrofit interventions on historic buildings. In the attempt of tackling the lack of quantitative data, as well as of providing template for the experimental assessment and design of strengthening systems for connections, the authors carried out two sets of laboratory tests on masonry samples strengthened by metallic grouted anchors. Parameters significant to the performance of the connection are identified through experimental results and a design procedure is developed. The paper analyses in detail the response of a widely-applied strengthening technique, but also provides general guidance for dealing with the repair and strengthening of connections of heritage buildings.

Out-of-plane experimental behaviour of T-shaped full scale masonry wall strengthened with composite connections

“…3 carried out on full-scale T-shaped and corner masonry walls, strengthened with steel anchors, [11].…”

Seismic performance of masonry walls retrofitted with steel reinforced grout

“…Some experimental investigations have been carried out on medium scale specimens [17,18], while no large-scale dynamic tests have been performed to date. The investigation of the actual response of strengthened structures to earthquake motion, the need of improving the connections between façade and lateral walls [19], as well as between floors and walls [20], the size of the reinforcement necessary to provide a significant increase of the seismic capacity, and the importance of proper installation procedures still remain open issues, with important implications on current design practice and maintenance activities. This paper presents a shake table study carried out on a full-scale U-shaped masonry specimen (façade and two transverse walls), retrofitted with innovative mortar-based composites, consisting of high strength textiles made out of steel cords, applied with hydraulic lime mortar.…”

Joints in masonry walls

“…Except for the wall joints made with masonry units, the tests were also performed of the reinforced joints. Paganoni and D'Ayala [8] checked the effectiveness of steel anchors in wall joints.…”