Beam-column joints constructed in the pre-seismic building code do not provide transverse reinforcement and good detailing within region. These cause occurrence of brittle shear failure, which is one factors affecting number reinforced concrete (RC) moment resistance structures collapsing during an earthquake. Therefore, this study a beam-column joint with non-seismic was designed strengthened ...

There is wide use of beam-column joint with gusset plate angle connection in engineering, however, the mechanical properties these joints are still lack complete theoretical and experimental research. This kind often simplified as an articulated or other types connections design. In this paper, study finite element analysis carried out to flexural behavior connection. The used analyze differenc...