Innovative and Eco-friendly Solutions for the Seismic Retrofitting of Natural Stone Masonry Walls with Textile Reinforced Mortar: In- and Out-of-Plane Behavior

2022 ◽  
Vol 26 (1) ◽  
Author(s):  
P. D. Gkournelos ◽  
L. D. Azdejković ◽  
T. C. Triantafillou
Keyword(s):  
Seismic Retrofitting ◽  
Natural Stone ◽  
Stone Masonry ◽  
Masonry Walls ◽  
Out Of Plane ◽  
Textile Reinforced Mortar

Out-of-plane seismic retrofitting of masonry walls with Textile Reinforced Mortar composites

2019 ◽  
Vol 17 (11) ◽  
pp. 6265-6300 ◽  
Author(s):  
Stefano De Santis ◽  
Gerardo De Canio ◽  
Gianmarco de Felice ◽  
Pietro Meriggi ◽  
Ivan Roselli
Keyword(s):  
Seismic Retrofitting ◽  
Masonry Walls ◽  
Out Of Plane ◽  
Textile Reinforced Mortar

scholarly journals Experimental characterization of the out-of-plane performance of regular stone masonry walls, including test setups and axial load influence

2015 ◽  
Vol 13 (9) ◽  
pp. 2667-2692 ◽  
Author(s):  
Tiago Miguel Ferreira ◽  
Alexandre A. Costa ◽  
António Arêde ◽  
Ana Gomes ◽  
Aníbal Costa
Keyword(s):  
Axial Load ◽  
Stone Masonry ◽  
Masonry Walls ◽  
Experimental Characterization ◽  
Out Of Plane

Out-of-plane shake-table tests of strengthened multi-leaf stone masonry walls

2017 ◽  
Vol 15 (10) ◽  
pp. 4299-4317 ◽  
Author(s):  
Marta Giaretton ◽  
Maria Rosa Valluzzi ◽  
Nicola Mazzon ◽  
Claudio Modena
Keyword(s):  
Stone Masonry ◽  
Masonry Walls ◽  
Shake Table ◽  
Shake Table Tests ◽  
Out Of Plane

scholarly journals Masonry Walls Retrofitted with Vertical FRP Rebars

Buildings ◽  
2020 ◽  
Vol 10 (4) ◽  
pp. 72
Author(s):  
Simona Coccia ◽  
Fabio Di Carlo ◽  
Stefania Imperatore
Keyword(s):  
Ad Hoc ◽  
Masonry Wall ◽  
Seismic Retrofitting ◽  
Masonry Walls ◽  
Seismic Capacity ◽  
Seismic Behaviour ◽  
Safety Level ◽  
Dynamic Analyses ◽  
Out Of Plane ◽  
Vertical Bars

The out-of-plane behaviour of the walls as a consequence of an earthquake is the main vulnerability of existing masonry structures. In the case of rigid in compression not tensile resistant material, incremental dynamic analyses may be employed to evaluate the effective strength of a rocking element. When the seismic capacity of the wall is inadequate, retrofit interventions are required to assure an acceptable safety level. Conventional seismic retrofitting techniques on masonry walls influence the seismic performance of the element, which typically is modified in an out-of-plane bending behaviour. In this paper, analytical investigations are presented to investigate the possibility of a seismic retrofitting intervention able to increase the seismic strength of the wall without modifying its seismic behaviour. The analysed retrofitting technique consists in the application of composite vertical bars either in the middle section of the wall or at its external surfaces. The seismic behaviour of the retrofitted masonry wall is analytically evaluated by means of a parametric incremental dynamic analysis, carried out with an ad hoc in-house software. The effectiveness of the intervention is analysed in terms of level of seismic improvement, defined as the ratio between the seismic capacity of the reinforced and unreinforced walls.

Innovative Strengthening Solution Based on Textile Reinforced Mortar for Stone Masonry Arches

2010 ◽  
Vol 133-134 ◽  
pp. 849-854
Author(s):  
Leire Garmendia ◽  
José Tomás San-José ◽  
David García ◽  
Pello Larrinaga ◽  
Jesús Díez
Keyword(s):  
Ultimate Load ◽  
Tensile Tests ◽  
Full Scale ◽  
Stone Masonry ◽  
Masonry Walls ◽  
Masonry Structures ◽  
Experimental Campaign ◽  
Strengthening Technique ◽  
Textile Reinforced Mortar ◽  
Stone Arches

This paper aims to present the design, strengthening and testing of full scale masonry walls and arches. The preservation of our cultural heritage is a really important topic. Majority of masonry structures are deteriorated because of ageing effects, load increments, movements at their foundations, etc. Because of this, retrofitting is needed. In order to afford this problem, a compatible and minimally invasive strengthening technique based on Textile Reinforced Mortar (TRM) is developed. The experimental campaign consists of the characterisation of the constitutive materials of the stone structures and the strengthening textile and mortar (TRM has been characterised by pure tensile tests). Furthermore, the influence of the different arrangements of the masonry and mortar type has been analysed by testing 24 masonry prisms. Finally, 12 full-scale stone arches have been erected, strengthened and tested. The purpose is to compare the mechanical behaviour up to failure of both unstrengthened and strengthened structures. During the tests the effectiveness of the technique has been proved being the ultimate load up to 21 times higher.

scholarly journals Attaining a Beam-Like Behavior with FRP Strips and CAM Ribbons

2018 ◽  
Vol 2 (3) ◽  
pp. 6-16 ◽  
Author(s):  
Elena Ferretti
Keyword(s):  
Ultimate Load ◽  
Masonry Wall ◽  
Experimental Results ◽  
Seismic Retrofitting ◽  
Masonry Walls ◽  
Less Invasive ◽  
Entire Height ◽  
Out Of Plane ◽  
Seismic Forces ◽  
Frp Strips

Abstract One of the major concerns in the seismic retrofitting of masonry walls is that of increasing the ultimate load for out-of-plane forces. In multi-story buildings, these forces may originate from the hammering actions of floors, when the earthquake direction is orthogonal to the wall. A possibility for counteracting the out-of-plane displacements is retaining the wall by building some buttresses, that is, some beams lean against the wall and disposed vertically. Another possibility is to make the buttress in the thickness of the wall. In this second case, we must cut the wall for its entire height, realize the buttress, and restore the masonry wall around it. In both cases, the interventions are highly invasive. The first intervention also leads to increments of mass that enhance the attraction of seismic forces. The aim of this paper is to find a less invasive and lighter alternative for realizing buttresses. We proposed to use FRP strips and steel ribbons in a combined fashion, so as to realize an ideal vertical I-beam embedded into the wall, without requiring to cut the masonry. We also provided some experimental results for verifying the effectiveness of the model.

scholarly journals Attaining a Beam-Like Behavior with FRP Strips and CAM Ribbons

2018 ◽  
Vol 2 (3) ◽  
pp. 7 ◽  
Author(s):  
Elena Ferretti
Keyword(s):  
Ultimate Load ◽  
Masonry Wall ◽  
Experimental Results ◽  
Seismic Retrofitting ◽  
Masonry Walls ◽  
Less Invasive ◽  
Entire Height ◽  
Out Of Plane ◽  
Seismic Forces ◽  
Frp Strips

One of the major concerns in the seismic retrofitting of masonry walls is that of increasing the ultimate load for out-of-plane forces. In multi-story buildings, these forces may originate from the hammering actions of floors, when the earthquake direction is orthogonal to the wall. A possibility for counteracting the out-of-plane displacements is retaining the wall by building some buttresses, that is, some beams lean against the wall and disposed vertically. Another possibility is to make the buttress in the thickness of the wall. In this second case, we must cut the wall for its entire height, realize the buttress, and restore the masonry wall around it. In both cases, the interventions are highly invasive. The first intervention also leads to increments of mass that enhance the attraction of seismic forces. The aim of this paper is to find a less invasive and lighter alternative for realizing buttresses. We proposed to use FRP strips and steel ribbons in a combined fashion, so as to realize an ideal vertical I-beam embedded into the wall, without requiring to cut the masonry. We also provided some experimental results for verifying the effectiveness of the model.

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