Įražų persiskirstymo tarp standžiai sujungtų mūrinių sienų sluoksnių nustatymas
Abstract
Many composite masonry walls are consisting of materials with different physical-mechanical properties being tied rigidly together. Layers are parallel to direction of compressive load and redistribution of stresses between layers takes place. Compression stresses increace in a layer with higher modulus of deformation and decrease in that with lawer modules. Proposed equations to determine redistribution of stresses between layers.