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Investigating the effectiveness of a CRM system: full scale reverse cyclic tests on a two-storey rubblestone masonry building

  • Published:2023 Issue: Volume:44 Page:2222-2229
  • ISSN:2452-3216
  • Container-title:Procedia Structural Integrity
  • language:en
  • Short-container-title:Procedia Structural Integrity

Author:

Gattesco N.,Rizzi E.,Facconi L.,Minelli F.,Dudine A.

Funder

Università degli Studi di Trieste

Interreg

Univerza v Ljubljani

Publisher

Elsevier BV

Subject

General Engineering,Energy Engineering and Power Technology

Reference6 articles.

1. Cyclic behavior of masonry barrel vaults strengthened through Composite Reinforced Mortar, considering the role of the connection with the abutments;Boem;Engineering Structures,2021

2. Diagonal shear behavior of historic walls strengthened with composite reinforced mortar (CRM);D'Antino;Materials and Structures,2019

3. In-plane shear capacity of tuff masonry walls with traditional and innovative Composite Reinforced Mortars (CRM);Del Zoppo;Construction and Building Materials,2019

4. Study on the effectiveness of a CRM system: in-plane and out-of-plane cyclic tests on masonry piers;Gattesco;Structural Integrity Procedia,2022

5. Experimental and analytical study to evaluate the effectiveness of an in-plane reinforcement for masonry walls using GFRP meshes;Gattesco;Construction and Building Materials,2015

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