Stabilization and Strengthening of Historic Buildings' Stone Masonry Columns

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Abstract:

The experimental research of failure mechanism of stone columns made of coursed masonry of regular sandstone blocks and coursed masonry of irregular (freestone) blocks under concentric compression and the research of the performance of non-reinforced as well as CFRP-reinforced stone columns completed to-date pointed out the necessity of a different approach to the assessment of the load-bearing capacity, or residual load-bearing capacity, of masonry composed of stone blocks.

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93-96

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April 2014

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© 2014 Trans Tech Publications Ltd. All Rights Reserved

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[1] ČSN EN 1996-1-1, Eurocode 6: Design of masonry structures - Part 1-1: General rules for reinforced and unreinforced masonry structures, ČNI, (2007).

DOI: 10.3403/30092858u

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[2] Witzany, J., Čejka, T., Zigler, R.: The Analysis of Residual Load-Bearing Capacity of Historic Masonry Structures, In: 31st Conference (11th WTA CZ Conference) Rehabilitations and Reconstructions of Buildings 2009, Praha.

DOI: 10.4028/www.scientific.net/amr.923.81

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