| Title |
Study on the Seismic Performance Evaluation of Beam to System Column Connection |
| Authors |
Kim Sung-Jin ; Kim Sung-Bae ; Kim Sang-Seup |
| Keywords |
System Column ; Bottle Neck TSC Beam ; Connection Behavior ; Cyclic Loading Test |
| Abstract |
In this study, experiment is cycle loading test about Bottle Neck TSC beam on capacity of connection behavior. Purpose of this experiment is satisfied to 'Seismic Provision for Structural Steel Building' in AISC and SAC. The result can be shown as follows; The major cause to fail of specimen are local buckling and crack on the top slab concrete due to negative bending moment. However, concrete filled bottle type steel plate can be resist local buckling by sharing compression force due to negative bending moment. And the detail of composit beam to column connection can achieve the SMF(Special Moment Frame) comply with 'Seismic Provision for Structural Steel Building.' |