[1]
ISCARSAH – International Scientific Committee for Analysis and Restoration of Structures of Architectural Heritage - Recommendations for the analysis, conservation and structural restoration of architectural heritage, Barcelona, 5 June 2005, 39 pp.
DOI: 10.23967/sahc.2021.290
Google Scholar
[2]
Di Ludovico, Marco, et al. Experimental behavior of masonry columns confined using advanced materials., The 14th world conference on earthquake engineering. (2008).
Google Scholar
[3]
Yilmaz, I., et al. External confinement of Brick Masonry Columns with Open—Grid Basalt Reinforced Mortar., Proceedings of the Fourth Asia-Pacific Conference on FRP in Structures (APFIS 2013), Melbourne, Australia. (2013).
Google Scholar
[4]
Ombres, Luciano. Confinement effectiveness in eccentrically loaded masonry columns strengthened by Fiber Reinforced Cementitious Matrix (FRCM) jackets., Key Engineering Materials. Vol. 624. Trans Tech Publications, (2015).
DOI: 10.4028/www.scientific.net/kem.624.551
Google Scholar
[5]
Carloni, Christian, et al. Confinement of Masonry Columns with PBO FRCM Composites., Key Engineering Materials 624 (2014).
DOI: 10.4028/www.scientific.net/kem.624.644
Google Scholar
[6]
Incerti, A., et al. Uniaxial compressive tests on masonry columns confined by FRP and FRCM, Proc. 12th International Symposium on Fiber Reinforced Polymers for Reinforced Concrete Structures (FRPRPCS-12) & The 5th Asia-Pacific Conference on Fiber Reinforced Polymers in Structures (APFIS-2015), Nanjing, China.
DOI: 10.14359/5699
Google Scholar
[7]
Theofanis, Krevaikas D. Textile reinforced mortar system as a means for confinement of masonry structures., Proc. In: the 12th International Symposium on Fiber Reinforced Polymers for Reinforced Concrete Structures (FRPRCS-12) & the 5th Asia-Pacific Conference on Fiber Reinforced Polymers in Structures (APFIS-2015) Joint Conference, 14-16 December 2015, Nanjing, China.
DOI: 10.14359/5699
Google Scholar
[8]
Fossetti, Marinella, and Giovanni Minafò. Strengthening of Masonry Columns with BFRCM or with Steel Wires: An Experimental Study., Fibers 4. 2 (2016): 15.
DOI: 10.3390/fib4020015
Google Scholar
[9]
Mezrea, P., Yilmaz, I., Ispir, M., Binbir, E., Bal, I., and Ilki, A. (2016). External Jacketing of Unreinforced Historical Masonry Piers with Open-Grid Basalt-Reinforced Mortar., J. Compos. Constr., 10. 1061/(ASCE)CC. 1943-5614. 0000770, 04016110.
DOI: 10.1061/(asce)cc.1943-5614.0000770
Google Scholar
[10]
Guler, S., & Ashour, A. (2015). Review of current design guidelines for circular FRP-wrapped plain concrete cylinders. Journal of Composites for Construction, 20(2), 04015057.
DOI: 10.1061/(asce)cc.1943-5614.0000619
Google Scholar
[11]
Witzany, Jiří, and Radek Zigler. Stress State Analysis and Failure Mechanisms of Masonry Columns Reinforced with FRP under Concentric Compressive Load., Polymers 8. 5 (2016): 176.
DOI: 10.3390/polym8050176
Google Scholar
[12]
Italian National Research Council. (2013). Guide for the design and construction of externally bonded FRP systems for strengthening existing structures., CNR-DT200 R1 (Italian Guideline), Technical Document No. 200/2013, Rome.
Google Scholar
[13]
UNI EN 1926 (2000). Natural stone test methods—Determination of compressive strength. Ente Nazionale Italiano di Unificazione, European Committee for Standardization, December (2000).
Google Scholar
[14]
UNI, EN 1015-11(2001). Methods of test for mortar for masonry–Part, 11: Determination of flexural and compressive strength of hardened mortar. Ente Nazionale Italiano di Unificazione, European Committee for Standardization, March (2007).
DOI: 10.3403/01905442
Google Scholar
[15]
UNI, E. 998-2 (2004). Specification for mortar for masonry-Masonry mortar. Ente Nazionale Italiano di Unificazione, European Committee for Standardization, March (2004).
Google Scholar
