Performance Analysis of Earthquake Response Reduction in Irregular High-Rise Buildings: Application of TMD and Outrigger Systems

비정형 초고층 건축물의 지진응답 저감 성능 분석: TMD 및 아웃리거 시스템의 적용

  • Published : 2024.06.15

Abstract

Keywords

Acknowledgement

본 연구는 2024년도 정부(과학기술정보통신부)의 재원으로 한국연구재단의 지원을 받아 수행된 연구임. (NRF-2023R1A2C1002542)

References

  1. Choe, H.C., Lee,Y.J. (2014) Computational Design of Freeform Tall Buildings, Computational Structural Engineering Institute of Korea, 27(4), pp.7~19 
  2. Kim, H.S., Kang, J.W. (2021) Seismic Response Control of Tilted Tall Building based on Evolutionary Optimization Algorithm, Korean Association for Spatial Structures, 21(3), pp.43~50  https://doi.org/10.9712/KASS.2021.21.3.43
  3. Kim, J.Y. (2009) Structural Considerations and Stability during Construction of Complex-Shaped High-Rise Buildings, Computational Structural Engineering Institute of Korea, 22(5), pp.23~31 
  4. Lee, K.H., Jeong, S.H. (2010) Verification of the Torsional Amplification Factor for the Seismic Design of Torsionally Imbalanced Buildings, Journal of the Earthquake Engineering Society of Korea, 14(6), pp.67~74  https://doi.org/10.5000/EESK.2010.14.6.067
  5. Han, S.W., Kim, T.O., Ha, S.J. (2017) Seismic Performance Evaluation of Special Moment Steel Frames with Torsional Irregularities - I Seismic Design, Korean Society of Steel Construction, 29(5), pp.361~368 
  6. Kim, H.S., Kang, J.W. (2011) Vibration Control Performance Evaluation of Smart TMD for a Tilted Diagrid Tall Building, Journal of the Korean Association for Spatial Structures, 11(4), pp.79~88  https://doi.org/10.9712/KASS.2011.11.4.079
  7. Moon, K.S. (2011), Outrigger Structures for Twisted Tall Buildings, Advanced Materials Research, 255-260, pp. 737~741  https://doi.org/10.4028/www.scientific.net/AMR.255-260.737
  8. Moon, K.S. (2016) Outrigger Systems for Structural Design of Complex Shaped Tall Buildings, International Journal of High-Rise Buildings, 5(1), pp.13~20  https://doi.org/10.21022/IJHRB.2016.5.1.13
  9. Moon, K.S. (2018) Comparative Evaluation of Structural Systems for Tapered Tall Buildings, Buildings, 8(8), p.108 
  10. Yoo, S.H., Kim, H.S., Kang, J.W. (2024) Displacement Response Analysis of Twisted Irregular Buildings According to TMD, Korean Association for Spatial Structures, 24(1), pp.89~96  https://doi.org/10.9712/KASS.2024.24.1.89
  11. Youn, W.S., Lee, D.H., Cho, C.H., Kim, E.S., Lee, D.C., Kim, J.H. (2012) Seismic Performance Evaluation of Complex-Shaped Tall Buildings by Lateral Resisting Systems, Journal of the computational structural engineering institute of Korea, 25(6), pp.513~523  https://doi.org/10.7734/COSEIK.2012.25.6.513
  12. Lee, D.H., Kim, H.S., Kang, J.W. (2020) Analysis of the Static Characteristic of High-Rise Structures With Twisted Shape, Journal of Korean Association for Spatial Structures, 20(4), pp.93~100  https://doi.org/10.9712/KASS.2020.20.4.93
  13. Lee, D.H., Kim, H.S., Kang, J.W. (2021) Dynamic Response Analysis of Twisted High-Rise Structures by Plane Rotation Angle, Journal of Korean Association for Spatial Structures, 21(1), pp.105~112  https://doi.org/10.9712/KASS.2021.21.1.105
  14. Chae, Y.W., Kim, J.M., Lee, D.G., Kang, J.W. (2022) Static Response Analysis of Tilted Structure by Core Location, Architectural Institute of Korea-RA, 24(6), pp.41~48  https://doi.org/10.14577/kirua.2022.24.4.41
  15. Lee, Y.R. (2021), Optimal Design of Tuned Mass Damper for Seismic Response Control of Large Spatial Structures (Doctor's thesis) 
  16. G. B. Warburton. (1982), Optimum absorber parameters for various combinations of response and excitation parameters, International Association for Earthquake Engineering, 10, pp. 381~401  https://doi.org/10.1002/eqe.4290100304
  17. Taranath, B. S. (1974) Optimum Belt Truss Locations for High-Rise Structures, Engineering Journal, American Institute of Steel Construction, 11, pp. 18~21  https://doi.org/10.62913/engj.v11i1.221
  18. Lee, D.H., Kim, H.S., Kang, J.W. (2021) Seismic Response Analysis of Twisted Buildings with Three Planar Shapes, Journal of Korean Association for Spatial Structures, 21(4), pp.23~30 https://doi.org/10.9712/KASS.2021.21.4.23