In this dissertation, experimental program was carried out to study the hysteretic behavior of the eccentric reinforced concrete beam-column joints subjected to cyclic loading. The test results was as follow.
The eccentric reinforced concrete beam-...
In this dissertation, experimental program was carried out to study the hysteretic behavior of the eccentric reinforced concrete beam-column joints subjected to cyclic loading. The test results was as follow.
The eccentric reinforced concrete beam-column joint, designed by the eccentricity, was increased maximum displacement ductility according to the increase of eccentricity in comparison to standard specimen. And it was also dissimilar to failure mode adjacent to joint region. maximum displacement ductility of each specimen, designed by the eccentricity, was increased 2.05∼2.10 times in comparison to standard specimen.