Abstract
Abstract The three dimensional inelastic response characteristics of the standard school buildings depending on hysteresis models are reviewed. Three artificial earthquake records in accordance with KBC(Korea Building Code) areused and the inelastic response characteristics such as story shear force, story drift ratio, story displacement, hinge distribution state are reviewed with four hysteresis models. As results, story shear force is increased by maximum 27% and story drift ratio is increased by maximum 30% according to hysteresis models. Modified Takeda Model shows maximum story shear and story drift raio in longitudinal and short direction, expecting higher safety. Storyshear shows minimum value with Clough Model in both directions and story drift ratio shows minimum with Takedamodel in longitudinal and with Clough model in short direction, so these models are expected to decrease the safetyratio. Key Words : 3-Dimensional, Hysteresis Model, Inelastic Behavior, Time History Analysis, Standard School Building
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