1989 年 20 巻 p. 449-452
Inelastic seismic response of a reinforced concrete frame using results from a substructured on-line hybrid experiment is first presented. Dispacement response and load-deformation response of the critical member are then compared with results computed by an inelastic dynamic analysis using hysteretic member models. Furthermore, moment-curvature reponse at the critical section is compared with analysis based on material stress-strain modeling.