DUCTILITY DEMAND OF ONE-STORY ECCENTRIC STRUCTURES ON ELASTIC SOIL SUBJECTED TO HORIZONTIAL SEISMIC MOTIONS
Abstract
THE DUCTILITY DEMAND OF THE RESISTING ELEMENTS OF ECCENTRIC STRUCTURES SUBJECTED TO HORIZONTAL SEISMIC MOTIONS IS PRESENTED. IT IS FOUND THAT ONE OF THE MOST SIGNIFICANT PARAMETERS OF THE SYSTEM IS THE APPLICATION POINT OF THE TOTAL DESIGN FORCE. THE INFLUENCE OF ELASTICITY OF THE FONDATION SOIL ON THE DUCTILITY DEMAND OF THE RESISTING ELEMENTS IS VERY IMPORTANT IN THE MOST CASES DECREASES SIGNIFICANTLY THIS DEMAND. APPLICATION OF THE TOTAL DESIGN FORCE OF THE MIDDLE OFTHE DISTANCE BETWEEN STIFFNESS CENTER AND MASS CENTER LEEDS UNDER STATISTICAL POINT OF VIEW TO MINIMIZATION OF DUCTILITY DEMAND.
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