Strength Prediction Model for Flat Plate-Column Connections

플랫 플레이트 내부 접합부의 강도산정모델

  • 최경규 (서울대학교 대학원 건축학과) ;
  • 박홍근 (서울대학교 건축학과) ;
  • 안귀용 (서울대학교 대학원 건축학과)
  • Published : 2002.05.01


The failure of flat plate connection is successive failure process accompanying with stress redistribution, hence it is necessary to compute the contributions of each resistance components at ultimate state. In the present study, the interactions of resultant forces at each faces of connection, i.e. shear, bending moment and torsional moment are considered in the assessment of strength of slab. As a result the strength prediction model for connection is made up as combination of bending resistance, shear resistance and torsional resistance. The proposed method is verified by the experimental data and numerical data of continuous slabs.