본문 바로가기
KERD
논문KCI 등재

기계학습 기반 노후 철근콘크리트 건축물의 축력허용범위 산정 방법

ML-based Allowable Axial Loading Estimation of Existing RC Building Structures

4

조회

0

다운로드

0

인용

0

참고문헌

키워드

주제분류토목공학

초록

Due to seismically deficient details, existing reinforced concrete structures have low lateral resistance capacities. Since these building structures suffer an increase in axial loads to the main structural element due to the green retrofit (e.g., energy equipment/device, roof garden) for CO2 reduction and vertical extension, building capacities are reduced. This paper proposes a machine-learning-based methodology for allowable ranges of axial loading ratio to reinforced concrete columns using simple structural details. The methodology consists of a two-step procedure: (1) a machine-learning-based failure detection model and (2) column damage limits proposed by previous researchers. To demonstrate this proposed method, the existing building structure built in the 1990s was selected, and the allowable range for the target structure was computed for exterior and interior columns.

Abstract

Due to seismically deficient details, existing reinforced concrete structures have low lateral resistance capacities. Since these building structures suffer an increase in axial loads to the main structural element due to the green retrofit (e.g., energy equipment/device, roof garden) for CO2 reduction and vertical extension, building capacities are reduced. This paper proposes a machine-learning-based methodology for allowable ranges of axial loading ratio to reinforced concrete columns using simple structural details. The methodology consists of a two-step procedure: (1) a machine-learning-based failure detection model and (2) column damage limits proposed by previous researchers. To demonstrate this proposed method, the existing building structure built in the 1990s was selected, and the allowable range for the target structure was computed for exterior and interior columns.

참고문헌 (26)

  1. "Total of 7,354,340Buildings Nationwide... Total F loor Area 4.13 Billion m2" (2023)[URL]
  2. Aycardi LE, "Seismic resistance of reinforced concrete frame structures designed only for gravity loads : experimental performance of subassemblages", Structural Journal, 91(5), pp.552~563 (1994)
  3. El-Attar AG, "Behavior of gravity load design reinforced concrete buildings subjected to earthquakes", Structural Journal, 94(2), pp.133~145 (1997)
  4. Kam WY, "Seismic performance of reinforced concrete buildings in the 22 February Christchurch(Lyttleton)earthquake", New Zealand Society for Earthquake Engineering, 44(4), pp.239~278 (2011)
  5. Priestley MJN, "Displacement-based seismic assessment of reinforced concrete buildings", J Earthquake Eng, 1(1), pp.157~192 (1997)
  6. MOLIT, "Structural Standards for Condominium Remodeling with Vertical Extension", Korea Ministry of Land, Infrastructure and Transport, ~ (2014)
  7. Yoo HY, "The limitations and improvement schemes of the legalization of illegal buildings", Journal of architectural institute of Korea, 30(11), pp.57~64 (2014)
  8. Gill WD, "Ductility of rectangular reinforced concrete columns with axial load", pp.1979
  9. Lehman DE, "Seismic performance of well-confined concrete bridge columns", pp.2000
  10. Sheikh SA, "Flexural behavior of confined concrete columns", Journal Proceedings, 83(3), pp.389~404 (1986)
  11. Xiao C, "Prediction of transverse reinforcement of RC columns using machine learning techniques", Advances in Civil Engineering (2022)
  12. American Institute of Steel Construction, "AISC Design Guide 28 –Stability Design of Steel Buildings", ~ (2013)
  13. McKenna F, "Nonlinear finite-element analysis software architecture using object composition", J Comput Civ Eng, 24(1), pp.95~107 (2010)
  14. Mo YL, "Seismic behavior of RC columns with various tie configurations", J Struct Eng, 126(10), pp.1122~1130 (2000)
  15. Berry MP, "Lumped-plasticity models for performance simulation of bridge columns", ACI Struct J, 105(3), pp.270~ (2008)
  16. Mander JB, "Theoretical stress-strain model for confined concrete", J Struct Eng, 114(8), pp.1804~1826 (1988)
  17. Sezen H, "Seismic behavior and modeling of reinforced concrete building columns", Seventh US National Conference on Earthquake Engineering (2004), Earthquake Engineering Research Institute
  18. Ministry of Land, "Guidelines for Seismic Performance Evaluation of Existing Structures (Buildings)", Ministry of Land, ~ (2021)
  19. MIDAS IT, "MIDAS", GEN V8. 5.5 Users Manual, 2017
  20. Kawashima K, "Seismic design and retrofit of bridges", Bulletin of the New Zealand Society for Earthquake Engineering, 33(3), pp.265~285 (2000)
  21. Naderpour H, "Failure mode prediction of reinforced concrete columns using machine learning methods", J Eng Str, 248, pp.113263~ (2021)
  22. Hiromichi Y, "Ductility and failure modes of single reinforced concrete columns", JCI-C51E Seminar on Post-Peak Behavior of RC Structures subjected to Seismic Loads, 2, pp.229~224 (1999)
  23. Seismic evaluation and retrofit of existing buildings, "American Society of Civil Engineers (ASCE)", American Society of Civil Engineers, ~ (2023)
  24. Kim S, "A Machine-Learning-Based Failure Mode Classification Model for Reinforced Concrete Columns Using Simple Structural Information", Applied Sciences, 14(3), pp.1243~ (2024)
  25. Pagni CA, "Fragility functions for older reinforced concrete beam-column joints", Earthquake Spectra, 22(1), pp.215~238 (2006)
  26. Jeon JS, "Framework of aftershock fragility assessment–case studies : older California reinforced concrete building frames", Earthq Eng Struct Dyn, 44(15), pp.2617~2636 (2015)

관련 논문AI추천

이 간행물의 다른 논문 (5건)