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Comparison of Deep Beam by ACI Traditional and STM

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한국구조물진단유지관리공학회 (The Korea Institute For Structural Maintenance and Inspection)
초록

Deep beam is designed by flexure design method and shear provided by concrete (Vc) for deep flexure members are provided in special provisions section of 11.8 in ACI 318‐99 [1]. But in later version of ACI (after ACI 318‐99) deep beams shall be designed either by taking into account nonlinear distribution of strain or by Appendix A of Strut‐and‐Tie Models (STM). Different from ACI 318‐99, there is no specific provision of design method for deep beam. This study aims to find the different and efficiency of deep beam design based on variation of parameter compiled from many samples selected between ACI Traditional design method and Strut‐and‐Tie Models.

저자
  • Uy Lymei(Master degree student, Department of Civil Engineering, Konyang University)
  • Byung‐Jik Son(Associate Professor, Department of Civil Engineering, Konyang University) Corresponding Author