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역드랍 패널 적용 전이슬래브-기둥 접합부의 비선형 유한요소해석을 통한 2면 전단거동 분석

Two-way Shear Behavior Analysis of Transfer Slab-Column Connection with Reverse Drop Panel Through Nonlinear FE Analysis

  • Jeong, Seong-Hun (Department of Architectural Engineering, Chungbuk National University) ;
  • Kang, Su-Min (School of Architecture, Soongsil University) ;
  • Kim, Seung-Il (Department of Housing design, Daelim Industrial Co., Ltd.) ;
  • Lee, Chang-Jun (Department of Architectural Engineering, Chungbuk National University)
  • 투고 : 2020.01.02
  • 심사 : 2020.01.16
  • 발행 : 2020.04.30

초록

최근 건축구조물에서 전이슬래브 시스템의 사용이 증가하고 있다. 하지만 과도한 전이슬래브의 두께로 인한 경제적, 시공적인 문제가 많이 발생하고 있다. 따라서, 본 연구에서는 피트층의 설비 공간을 활용하여 전이슬래브의 두께를 절감하기 위하여 역드랍 패널을 적용한 전이슬래브 시스템을 고려하였다. 역드랍 패널을 사용하여 전이슬래브의 2면 전단강도를 증진시킴으로써 전이슬래브의 두께를 줄이고자 하였다. 따라서, 역드랍 패널을 이용한 전이슬래브 시스템의 유효성을 검증하고 전단거동을 조사하기 위하여 다양한 설계변수에 대한 역드랍 패널을 적용한 전이슬래브-기둥 접합부의 전단거동을 기존연구에서 검증된 비선형 FEM 해석방법을 사용하여 분석하였다. 최종적으로 비선형 FEM 해석결과와 기존의 2면 전단강도 평가식으로 예측한 전단강도를 비교·분석하여 기존 평가식의 역드랍 패널을 적용한 전이슬래브-기둥 접합부의 2면 전단강도 평가에 대한 유효성을 검증하였다.

Recently, the use of transfer slab system has increased greatly. However, several construction problems are being encountered owing to its excessive thickness. Therefore, in this study, a transfer slab system that uses a reverse drop panel, which can utilize the facility space of the pit floor by reducing the transfer slab thickness, was considered. To investigate the shear behavior of transfer slab system that uses the reverse drop panel, the two-way shear strength of transfer slab-column connection with the reverse drop panel was analyzed using nonlinear FE analysis. In addition, the two-way shear strength evaluations of transfer slab with the reverse drop panel conducted using the existing evaluation methods were verified by comparing the strengths predicted by those methods with the results of nonlinear FE analysis.

키워드

참고문헌

  1. ACI Committe 318 (2008) Building Code Requirement for Structural Concrete(ACI318-13) and Commentary(ACI318R-13), ACI.
  2. Jang, J.I., Kang, S.M., Kim, J.W. (2018) Nonlinear Numerical Analysis for Reasonable Shear Reinforcement of Flat Plate Connection, J. Inst. Constr. Technol., 37(1), pp.1-6.
  3. Jeong, S.H., Kang, S.M. (2018) Two-way Shear Strength Evaluation of Transfer Slab-Column Connections Through Nonlinear FE Analysis, J. Comput. Struct. Eng. Inst. Korea, 31(6), pp.315-329. https://doi.org/10.7734/COSEIK.2018.31.6.315
  4. Kang, S.M., Kim, J.W., Choi, K.K., Park, H.G. (2016) Shear Behavior Investigation of Biaxial Hollow Slabs Through Non-linear FE Analysis, J. Archit. Inst. Korea Struct. & Constr., 32(12), pp.3-13. https://doi.org/10.5659/JAIK_SC.2016.32.12.3
  5. Korean Concrete Institute (KCI) (2012) Concrete Structure Design Code(KCI 2012), Korean Concrete Institute, Seoul.
  6. Midas Information Technology Co., Ltd. (2008) Midas user's manual, Analysis and Algorithm, Korea.
  7. Muttoni, A. (2008) Punching Shear Strength of Reinforced Concrete Slabs without Transverse Reinforcement, ACI Struct. J., 105(4), pp.440-450.
  8. Park, H., Choi, K. (2007) Strength of Exterior Slab-Column Connections Subjected to Unbalanced Moments, Eng. Struct., 29(6), pp.1096-1114. https://doi.org/10.1016/j.engstruct.2006.08.001
  9. Park, H., Choi, K., Chung, L. (2011) Strain-Based Strength Model for Direct Punching Shear of Interior Slab-Column Connections, Eng. Struct., 33(3), pp.62-173.
  10. Park, H.G. (1995) Nonlinear Analysis of Reinforced Concrete Members using Plasticity with Multiple Failure Criteria, Korean Concr. Inst., 7(2), pp.145-154.
  11. R. von Mises (1913) Mechanik der Festen KOrper Im Plastisch Deformablen Zustand, GOttin. Nachr. Math. Phys., 1, pp.582-592.
  12. Thorenfeldt, E., Tomaszewicz, A., Jenson, J.J. (1987) Mechanical Properties of High-Strength Concrete and Applications in Design, In Proc. Symp. Utilization of High-Strength Concrete, Tapir.
  13. Yoon, J.K., Kang, S.M., Kim, O.J., Lee, D.B. (2008) A Study on the Behavior and Practical Design Method for Transfer Slab used in Shear Wall Type Apartment with Piloti under Pit Level, J. Archi. Inst. Korea, 28(1), pp.231-234.
  14. Yoon, J.K., Lee, D.B., Kim, U.J., Kang, S.M. (2009) DMF (Double Mat Foundation) System Efficient Design and Practical Application of DMF(Double Mat Foundation) System with Transfer Slab, Anuual Conf. Korea Inst. Build. Constr., 9(1), pp.79-88.