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The problem of slenderness effect of multilayered wall with flexible ties is discussed. Numerical analysis was carried out with the aim to evaluate the influence of rigidity of exterior protective wall layer connected with interior load bearing layer by flexible ties. The buckling effect of layered wall was investigated. The main variables taken into account were thickness of the load bearing and protective layers, the distance between mentioned layers, total amount, diameter and distributiondoi:10.3846/13921525.1999.10531426 fatcat:ucgjsmz5xndydcqkg4hgredyem