Disturbed Stress Field Model for Unreinforced Masonry

AbstractThe traditional smeared crack macromodels for the analysis of masonry structures consider masonry as a homogeneous material with the effects of mortar joints included in an average sense. This approach, suitable for the analysis of large structures, implicitly excludes the possibility of rep...

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Veröffentlicht in:	Journal of structural engineering (New York, N.Y.) N.Y.), 2014-04, Vol.140 (4)
Hauptverfasser:	Facconi, Luca, Plizzari, Giovanni, Vecchio, Frank
Format:	Artikel
Sprache:	eng
Schlagworte:	Computer simulation Cracks Masonry Mathematical models Mortars Shear walls Slip Stresses Technical Papers
Online-Zugang:	Volltext
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