논문 상세보기

깊은 보의 스트럿-타이 모델과 고전적인 방법의 설계 비교 KCI 등재

Comparison of Deep Beam Designed by Two Models of STM and ACI Traditional

  • 언어ENG
  • URLhttps://db.koreascholar.com/Article/Detail/312592
구독 기관 인증 시 무료 이용이 가능합니다. 4,000원
복합신소재구조학회 논문집 (Journal of the Korean Society for Advanced Composite Structures)
한국복합신소재구조학회 (Korean Society for Advanced Composite Structures)
초록

Deep beam shall be designed either by taking into account nonlinear distribution of strain or by Appendix A of Strut-and-Tie Models (STM ) according to ACI 318(M ) from version of 2002. Although STM is accepted as tool in design Discontinuity region (D-region) which mostly exist in Deep beam, Corbels, Dapped ends etc., it has been modified by many researchers. In this study we design deep beam by STMs which use simple truss for load distribution and the model of complex truss for load distribution compare with the ACI traditional which is designed by flexure design method and shear provided by concrete(Vc) as provided in special provisions section of 11.8 in ACI 318-99 [1]. This study aims to find the different and efficiency of deep beam design based on variation of parameter compiled from many samples selected from ACI traditional and two model of STMs, simple and complex load distribution.

목차
1. INTRODUCTION
2. DEEP BEAM DESIGN
3. PARAMETER STUDY
4. COMPARISON OF DESIGN METHOD BY PARAMETER STUDY
5. CONCLUSIONS
References
저자
  • Uy Lymei(Master candidate, Department of Civil & Environmental Engineering, Konyang University) | 오이 리마이
  • Byung-Jik Son(Associate Professor, Department of Civil & Environmental Engineering, Konyang University) | 손병직 Corresponding author