抄録
The authors conducted static loading tests on src exterior beam-column subassemblages using mechanical anchorages to investigate the collapse behavior and the structural performance. Test results showed that it is possible to evaluate the anchorage strength of beam longitudinal reinforcement and the shear strength of beam-column joints in the same methods as r/c structure. Besides, the design criteria based on the evaluation methods is suggested in order to give src exterior beam-column subassemblages large deformation capacity.
