An innovative anchoring system for old masonry buildings. (September 2017)

• Record Type: Journal Article
• Authors: Guerreiro, J.; Gago, A.S.; Ferreira, J.; Proença, J.
• Is Part Of: Journal of building engineering. Volume 13(2017)
• Page Start: 184
• Page End: 195
• Publication Date: 2017-09
• Subjects: Anchoring system -- Masonry walls -- Rubble stone -- Old buildings -- Seismic reinforcement; Building -- Periodicals; 690.05
• DOI: 10.1016/j.jobe.2017.08.002
• Languages: English
• ISSNs: 2352-7102

Abstract

Abstract: The following paper presents the most recent results of a research programme carried out to, among other purposes, develop an innovative anchoring system for old masonry buildings. Despite the recognized importance of connections and anchoring systems, there is little experimental information about their strength and stiffness when installed in the masonry walls of old buildings. Therefore, one of the important goals of the research programme mentioned was the experimental characterization of the proposed anchoring system. The main characteristic of the proposed system, which makes it different from others, is an internal spherical steel element where the rod is connected. This steel eleme nt, called hinge, allows no orthogonality between the steel anchor plate and the tie rod, which makes it suitable for uneven connections between orthogonal walls and/or walls and floors. Besides this particular characteristic, the proposed system demonstrates all the capabilities of the traditional anchoring systems, namely, it can be used to strengthen the connection between orthogonal masonry walls or to ensure the connection of constructive elements (floors, roofs, stairs, etc.) to masonry walls. Moreover, numerical simulations with non-linear finite elements models were performed, aimed at reproducing the experimental tests for other load conditions or different wall thicknesses. The prime objective of the experimental and numerical studies was to assess the actual behaviour of the anchoring system and to establish appropriate design rules, which are also presented in this paper. Highlights: An anchorage solution for connections between masonry elements and others. Its innovation comes from potential uneven connections between structural elements. The punching shear was the failure mode that prevailed for the anchorage solution. The research programme allowed the establishment of the intended design rules.