Research Output
Optimizing strengthening interventions on historic masonry walls: an experimental study
  Scotland's historic environment is an essential part of the country's cultural background and its economy. T he country has a long history of building with stone and among the richest legacies of traditional and historic buildings in the United Kingdom. T he effects of ageing, environmental conditions and past natural hazards can cause significant degradation, urging for action. The connection between distinct structural wall parts together with the characteristics and condition of all materials involved, define the structural response and strongly influence the extent and requirements for retrofitting interventions. T his experimental st udy investigates a strengthening technique for rubble walls based on the insertion of a commercially available anchoring system, currently used in monuments by Historic Environment Scotland. It aims at providing quantitative data for this repair method in terms of the anchoring system's pull-out strength, paving the way for a parametric investigation of factors affecting the efficiency of the intervention towards its optimisation, in terms of both cost and structural performance.

  • Type:

    Conference Paper

  • Date:

    09 September 2019

  • Publication Status:

    Published

  • DOI:

    10.1016/j.prostr.2019.08.160

  • ISSN:

    2452-3216

  • Library of Congress:

    TH Building construction

  • Dewey Decimal Classification:

    690 Buildings

  • Funders:

    Edinburgh Napier Funded; Historic Environment Scotland

Citation

Marinelli, A., Santa, S., Spiliopoulos, A., & Dasiou, M. E. (2019). Optimizing strengthening interventions on historic masonry walls: an experimental study. Procedia Structural Integrity, 18, 245-254. https://doi.org/10.1016/j.prostr.2019.08.160

Authors

Keywords

Masonry; rubble walls; strengthening methods; transverse anchors; pull-out test

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