Seismic Behaviour and Retrofitting of Timber Frame Walls

Abstract:

Half-timbered buildings are well known as one of the most efficient seismic resistant structure in the world, but their popularity is not only due to their seismic performance, but also to their low cost and the strength they offer. These structures generally consist of exterior masonry walls with timber elements embedded which tie the walls together and internal walls which have a timber frame with masonry infill and act as shear walls. Generally, different types of infill could be applied to half-timbered walls depending on the country, namely brick masonry, rubble masonry, hay, mud, etc. The focus of this paper is to study the seismic behaviour of the walls when no infill is present, i.e. considering only the timber frame, and then compare the results with those of the infill walls. Static cyclic tests have been performed on unreinforced timber frame walls and appropriate strengthening solutions have been applied in order to test the walls in a retrofitted condition, namely (1) steel plates with different configurations and (2) steel flat bars inserted with the NSM technique.

• Periodical: Advanced Materials Research (Volume 778)
• Pages: 706-713
• DOI: https://doi.org/10.4028/www.scientific.net/AMR.778.706
• Online since: September 2013
• Authors: Elisa Poletti, Graca Vasconcelos
• Keywords: Cyclic Test, NSM Technique, Shear Wall, Steel Plates, Strengthening

References

[1] E. Vintzileou, A. Zagkotsis, C. Repapis, Ch. Zeris. Seismic behaviour of the historical structural system of the island of Lefkada, Greece. Constr Build Mater. 21 (2007) 225-236.

DOI: 10.1016/j.conbuildmat.2005.04.002

[2] V. Cóias. Structural rehabilitation of old buildings (in Portuguese). Lisbon: ARGUMENTUM, GECoPRA; (2007).

[3] ISO DIS 21581. Timber structures — Static and cyclic lateral load test method for shear walls (2009).

[4] EN 408. Timber structures – Structural timber and glued laminated timber – Determination of some physical and mechanical properties (2003).

DOI: 10.3403/30159970

[5] BS EN 10002-1. Metallic materials. Tensile testing - Part 1: Method of test at ambient temperature (2001).

[6] E. Poletti, G. Vasconcelos, D.V. Oliveira. Influence of infill on the cyclic behaviour of traditional half-timbered walls. International Conference on Rehabilitation and Restoration of Structures, Chennai, India, (2013).

[7] E. Poletti, G. Vasconcelos. Seismic behaviour of traditional half-timbered walls: cyclic tests and strengthening solutions. In Proceedings of SAHC 2012 Structural Analysis of Historical Constructions – Jerzy Jasieńko (ed), Wroclaw, Poland(2012).