Composite shear walls behave under loading Lrz·hyy

Among the systems effectively resisting side loads can shear walls with steel core, noted that the major advantage of their capabilities due to ductile buckling in sheet steel. To use this feature there are two general solutions: Use Skhtknndhhay metal, and another advantage of the concrete cover from Brshgyrha to connect and form sheet steel shear walls composite) Composite (ping. In this study, the effect of various factors including the Persian month Tir Middle Slbyt effect Tir connection type column, the effect of varying distance Brshgyrha and changes in the thickness of concrete shear walls with steel core), in a state with no Skhtknndh Skhtknndh (comprehensive assessment of the behavior of the system against lateral loads is presented. Bdynmnzvr different models of these walls using the finite element modeling and analysis methods are. Analytical Model validation results with a model sample tested, shows that the behavior of steel shear walls Tqvytshdh Slbyt independent beams connecting the middle and Tir type column, but the shear walls No Skhtknndh steel, causing increased middle beams Slbyt better stress distribution uniformity in the steel plate is. the shear strength of shear walls composite with a thickness of concrete cover direct comparison, and is inversely proportional to the distance between Brshgyrha. Bdynmnzvr graphs with the presentation of results, the lowest proper thickness of concrete cover and the distance between Brshgyrha suggested.