DOI QR코드

DOI QR Code

Evaluating high performance steel tube-framed diagrid for high-rise buildings

  • Lee, Dongkyu (Department of Architectural Engineering, Sejong University) ;
  • Ha, Taehyu (Building Structure & Materials Research Department, Steel Structure Research Division, Research Institute of Industrial Science and Technology) ;
  • Jung, Miyoung (Building Structure & Materials Research Department, Steel Structure Research Division, Research Institute of Industrial Science and Technology) ;
  • Kim, Jinho (Building Structure & Materials Research Department, Steel Structure Research Division, Research Institute of Industrial Science and Technology)
  • 투고 : 2012.06.02
  • 심사 : 2013.10.30
  • 발행 : 2014.03.25

초록

In recent, development of construction and design technology gives taller, larger and heavier steel framed structures. With the tendency of increasing high-rise building, this study is strongly related to structural system, one of significant components in structural design. This study presents an innovative structural system, with high performance steel material, diagrid. Its detail, structural analysis, and structural experiments are all included for the development of new structures.

키워드

참고문헌

  1. Case Studies: Swiss Re Tower (2004), The Hong Kong Polytechnic University.
  2. Ernest, T.S., William, E.F., Fred, H.K. and John, F.A. (1978), "Long-Span Buried Structure Design and Construction", J. Geotech. Eng. Div., 104(7), 953-966.
  3. Genduso, B. (2004), Structural Redesign of a Perimeter Diagrid Lateral System, Senior Thesis, Architectural Engineering, Pennsylvania State University, University Park, PA, USA.
  4. Hamid, S., Mahdi, S., Amir, H.A., Mohammad, A. and Ali, S (2012), "Evaluation of reinforced concrete beam behavior using finite element analysis by ABAQUS", Scientific Research and Essays, 7(21), 2002-2009.
  5. Iyengar, H. (1984), Steel Systems for High-Rise Buildings, International Conference on Steel Structures, Singapore.
  6. Lawrence, K.L. (2012), ANSYS Tutorial - Release 12.1 Structural & Thermal Analysis Using the ANSYS, SDC Publication.
  7. Lee, C.H., Shin, H.S. and Park, K.T. (2012), "Evaluation of high strength TMCP steel weld for use in cold regions", J. Construct. Steel Res., 74, 134-139. https://doi.org/10.1016/j.jcsr.2012.02.012
  8. Leonard, J. (2007), Investigation of Shear Lag Effect in High-rise Buildings with Diagrid System, M.Sc. Thesis, Massachusetts Institute of Technology, Cambridge, MA, USA.
  9. Moon, K.S. (2012), "Diagrid structure for complex-shaped tall buildings", Adv. Mater. Res., 450-451, 1489-1492.
  10. Moon, K.S., Conner, J.J. and Fernandez, J.E. (2007), "Diagrid structural systems for tall buildings:Characteristics and methodology for preliminary design", The Structural Design of Tall and Special Buildings, 16(2), 205-230. https://doi.org/10.1002/tal.311
  11. Nguyen, B.K. and Altan, H. (2012), "Tall-building Projects Sustainability Indicator (TPSI): A new design and environmental assessment tool for tall buildings", Buildings, 2, 43-62. https://doi.org/10.3390/buildings2020043
  12. Rahimian, A. and Eilon, Y. (2006), "New York's Hearst Tower - A restoration, an adaptive reuse and a modern steel tower rolled into one", Struct. Magazine, pp. 25-29.
  13. Schueller, W. (1990), The Vertical Building Structures, Van Nostrand Reinhold.
  14. Shiro, I. (2002), "General Properties of TMCP steels", Proceedings of the 12th International Offshore and Polar Engineering Conference, Japan, May, pp. 392-396.
  15. Smith, B.S. and Coull, A. (1991), Tall Building Structures: Analysis and Design, John Wiley & Son, Inc.
  16. Subramanian, G. and Subramanian, N. (1970), "Analysis of simply-supported uniform diagrids", Build. Sci., 4(4), 209-215. https://doi.org/10.1016/0007-3628(70)90023-X
  17. Zhang, H.D. and Wang, Y.F. (2012), "Energy-based numerical evaluation for seismic performance of a high-rise steel building", Steel Compos. Struct., Int. J., 13(6), 501-519. https://doi.org/10.12989/scs.2012.13.6.501

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