Steel and Composite Structures

  • 제16권3호
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  • Pages.289-303
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  • 2014
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  • 1229-9367(pISSN)
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  • 1598-6233(eISSN)
테크노프레스 (Techno-Press)
권호 표지
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
⟨ 이전 논문 다음 논문 ⟩

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

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피인용 문헌

  1. Evaluation of seismic performance factors for steel DIAGRID structural system design vol.10, pp.4, 2016, https://doi.org/10.12989/eas.2016.10.4.735
  2. Nonlinear pushover analysis of concrete column reinforced by multi-layered, high strength steel UL700 plates vol.90, 2015, https://doi.org/10.1016/j.engstruct.2015.01.045
  3. Extended-finite element method as analysis model for Gauss point density topology optimization method vol.29, pp.4, 2015, https://doi.org/10.1007/s12206-015-0302-z
  4. Optimum topology design of multi-material structures with non-spurious buckling constraints vol.114, 2017, https://doi.org/10.1016/j.advengsoft.2017.06.002
  5. A fuzzy system for evaluation of deteriorated marine steel structures vol.32, pp.3, 2017, https://doi.org/10.3233/JIFS-161411
  6. High tensile UL700 frame module with adjustable control of length and angle vol.106, 2015, https://doi.org/10.1016/j.jcsr.2014.12.003
  7. Layout evaluation of building outrigger truss by using material topology optimization vol.19, pp.2, 2015, https://doi.org/10.12989/scs.2015.19.2.263
  8. Evaluation of Optimized Topology Design of Cross-Formed Structures with a Negative Poisson’s Ratio vol.40, pp.2, 2016, https://doi.org/10.1007/s40996-016-0016-1
  9. Axial compressive behavior of special-shaped concrete filled tube mega column coupled with multiple cavities vol.23, pp.6, 2014, https://doi.org/10.12989/scs.2017.23.6.633
  10. Evaluation of Seismic Performance Factors for High-rise Steel Structures with Diagrid System vol.23, pp.11, 2014, https://doi.org/10.1007/s12205-019-1546-4
  11. Multi-Beams modelling for high-rise buildings subjected to static horizontal loads vol.75, pp.3, 2020, https://doi.org/10.12989/sem.2020.75.3.283
  12. Seismic analysis of high-rise steel frame building considering irregularities in plan and elevation vol.39, pp.1, 2014, https://doi.org/10.12989/scs.2021.39.1.065