Abstract
The seokbinggo structures have the various construction types with the several configuration members and suffers the upper earth pressure. So, the seokbinggo structures show the different structural characteristics and the various load transfer mechanism. Especially, this study presents the discrete element method for the discontinuous elements and joints according to the discontinuum behavior characteristics in the masonry stone structures. Therefore, this study selects the representative seokbinggo structure and then considers the various design variables according to the construction types. Finally, this study analyzes the structural behavior characteristics of seokbinggo structures through the discontinuum structural modelling and analysis.
