Dec 12, 2014
Posted in Data Archive, 논문 / Papers
시스템 기둥-보 접합부의 내진성능 평가에 관한 연구 / Study on the Seismic Performance Evaluation of Beam to System Column Connection [대한건축학회 / Architectural Institute of Korea] (2007.03)
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– 저자 : 김성진, 김성배, 김상섭
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.’
