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Robustness as a criterion for use of hollow clay masonry units in seismic zones : an attempt to propose the measureTomaževič, Miha ; Weiss, PolonaIn order to provide adequate seismic behavior of masonry walls, local brittle failure of masonry units in the most stressed zones of structural walls shouldbe prevented. Although robust behavior is ... required by the code, no specifications are given regarding the criteria to fulfill this requirement. To propose such criteria, a series of 28 masonry walls, built with six different types of hollow clay masonry units, currently available on the market, have been tested by subjecting them to cyclic lateral load at two levels of constant precompression. Besides, the strength characteristics of the units, like compressive strength orthogonal and parallel to the bed jointsand tensile and shear strength of the units have been determined by standardized and specifically designed testing procedures. By correlating the parameters of seismic resistance of the walls and strength characteristics of the units, no specific indicator for robustness could have been determined on the basis of the mechanical characteristics of the tested units. It has been found that in all cases the level of precompression, i.e. the ratio between the compressive stresses in the walls and the compressive strength of masonry,represents the governing parameter.Source: Materials and structures = Matériaux et constructions. - ISSN 1359-5997 (issue 4, vol. 45, apr. 2012, str. 541-559)Type of material - article, component part ; adult, seriousPublish date - 2012Language - englishCOBISS.SI-ID - 1829223
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source: Materials and structures = Matériaux et constructions. - ISSN 1359-5997 (issue 4, vol. 45, apr. 2012, str. 541-559)
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Tomaževič, Miha | 00654 |
Weiss, Polona | 10328 |
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