[1]
M. A. Aiello et al., FRP Confinement of Square Masonry Columns, Composites for Construction (2009) 148-158. DOI 10. 1061/(ASCE)1090-0268 (2009)13: 2(148).
DOI: 10.1061/(asce)1090-0268(2009)13:2(148)
Google Scholar
[2]
J. Witzany, T. Čejka, R. Zigler, Failure mechanism of compressed short brick masonry columns confined with FRP strips, Construction and Building materials 63 (2014) 180 – 188.
DOI: 10.1016/j.conbuildmat.2014.04.041
Google Scholar
[3]
G. Vasconcelos, P. B. Lourenco, Experimental characterization of stone masonry in shear and compression, Construction and Building materials 23 (2009) 3337 – 3345.
DOI: 10.1016/j.conbuildmat.2009.06.045
Google Scholar
[4]
N. G. Shrive, The use of fibre reinforced polymers to improve seismic resistance of masonry. Construction and Building materials 20 (2006) 269–77.
DOI: 10.1016/j.conbuildmat.2005.08.030
Google Scholar
[5]
J. Witzany, R. Zigler, J. Kubát, Stress state analysis and identification of load-bearing capacity of brick masonry columns without and with initial cracks reinforced with composites based on high-strength fabrics loaded by concentric compression, in proc.: Proceedings of 15th Structural Faults and Repair - Concrete, Materials & Conservation (2014).
DOI: 10.3390/polym8050176
Google Scholar
[6]
M. Corradi, A. Grazini, A. Borri, Confinement of brick masonry columns with CFRP materials, Composites Science and Technology 67 (2007) 1772 - 1783.
DOI: 10.1016/j.compscitech.2006.11.002
Google Scholar
[7]
J. Witzany, T. Čejka, R. Zigler, Problems of Masonry Strengthening with Carbon- and Glass Fibre Fabric, Procedia Engineering 14 (2011) 2086 - (2093).
DOI: 10.1016/j.proeng.2011.07.262
Google Scholar
[8]
J. Witzany, R. Zigler, Failure mechanism of compressed reinforced and non-reinforced stone columns, Materials and Structures 5 (2015) 1603-1613.
DOI: 10.1617/s11527-014-0257-z
Google Scholar
