| Title |
Study on the Structural Behavior of TSC Beam-to-SRC Column Connection |
| Authors |
Kim Sung-Bae ; Ham Jeong-Tae ; Lee Chang-Nam ; Kim Sang-Seup |
| Keywords |
Beam-to-Column Connection ; TSC Beam ; SRC Column ; Seismic Provision |
| Abstract |
In this study, experiment is cycle loading about TSC beam with slab reinforced influence to capacity of connection behavior. Purpose of this experiment is that TSC beam-to-SRC column connection is satisfied to 'Seismic Provision for Structural Steel Building' in AISC and SAC. The results can be shown as follows; The major causes to fail of specimens are local buckling and cracks on the top slab concrete due to negative bending moment. However, concrete filled with U-type steel plate can be resisted local buckling by sharing compression force due to negative bending moment. And the detail of composite beam-to-column connection can achieve the SMF(special moment frame) completement with 'Seismic Provision for Structural Steel Building'. |