Comperation of the quantity changes of material in first periods of framed model system and frame and share wall model system

Subject of this project is, to compare quantity changes of material in first periods of framed model of system and frame and share wall model system.This Project is consist of seven parts. First part of Project is consist of introduction. Second part of Project gives information about conveyor systems with armoured concrete. Third part shows calculation methods of eartquake effects. In fourth part, first periods of framed model system and framed and share wall model system has been calculated, quantity of iron and concrete has been calculated, and changing has been analysed. In fifth part, first period, quantity of iron and concrete has been calculated and analysed in a structre with framed and share wall system when the share walls replaced. In six part, quantity of iron and concrete has been calculated and analysed when the first period of frame model and first period of frame and share wall model are equal. Seventh part of the Project includes conclusion and suggestion. This Project show us, frame model systems can not carry lateral loadings as frame and share wall model systems. Because of this, in frame model systems especially dimensions of columns at the bottom floors are enlarged and may cause architectural problems and will be uneconomical. Also shows us displacement of frame model systems are bigger than frame and share wall model systems. Because of this reasons, this Project shows up, using frame and share wall model system necessariness. As we analysed the frame and share wall model systems, place of share walls in structure, changes the period and especially affects quantity of iron. When modeling the structure, optimazing place of share walls brings economical benefitsKey word: Frame Model System, Frame and Share Wall Model System, Period