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Resistance to progressive collapse performance analysis of steel open-web sandwich plate structure

Treść / Zawartość
Identyfikatory
Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
In order to investigate the progressive collapse performance of steel open-web sandwich plate structure, the sensitivity index and the importance coefficient of the bars are analyzed by the alternate path method. The condition that the model has perimeter supports with different parameters shows the result that: the redundancy index of structure increases at the structural edge, and the redundancy index will be reduced to changing degrees at the middle structure, when the stiffness of higher ribs increases. The redundancy index has little change, when the stiffness of lower ribs or shear keys increases. The sensitivity index of the shear keys dropped significantly, but the sensitivity index of the higher ribs and lower ribs increase, when the span to depth ratio increases. The sensitivity index of the higher ribs in L1 line increases significantly, when the span to depth ratio declines. So it is advisable to strengthen the higher ribs to avoid excessive sensitivity of ribs, when the span to depth ratio declines.
Rocznik
Strony
281--303
Opis fizyczny
Bibliogr. 15 poz., il., tab.
Twórcy
autor
  • Guizhou University, Spatial Structure Research Center, Guiyang, China
autor
  • China Construction 4th Engineering Bureau 6th Co., Ltd, Hefei, China
autor
  • Guizhou University, Spatial Structure Research Center, Guiyang, China
Bibliografia
  • 1. Structural use of concrete - Part 1 Code of practice for design and construction, BS 8110-1, 1997.
  • 2. Actions On Structures, Part 1. 7:General Actions-Accidental Actions, Eurocode 1, 1991.
  • 3. Progressive collapse analysis and design guidelines for new federal office buildings and major modernization project, GSA2003, 2003.
  • 4. Minimum Design Loads for Buildings and Other Structures, ASCE/SEI 7, 2005.
  • 5. P. Pandey and S. Barai, "Structural Sensitivity as a Measure of Redundancy," Journal of Structural Engineering-asce - J STRUCT ENG-ASCE, vol. 123, 03/01 1997.
  • 6. S. M. Hosseini and G. G. Amiri, "Successive collapse potential of eccentric braced frames in comparison with buckling-restrained braces in eccentric configurations," (in English), Int J Steel Struct, vol. 17, no. 2, pp. 481-489, Jun 2017.
  • 7. A. Salmasi and M. Sheidaii, "Assessment of eccentrically braced frames strength against progressive collapse," Int J Steel Struct, vol. 17, pp. 543-551, 06/01 2017.
  • 8. H. T. Khuyen and E. Iwasaki, "An approximate method of dynamic amplification factor for alternate load path in redundancy and progressive collapse linear static analysis for steel truss bridges," Case Studies in Structural Engineering, vol. 6, pp. 53-62, 2016.
  • 9. Q. Z. Yang, C. J. Ma, H. G. Zhang, L. Hu, and P. Hu, "Structural design of large-span prefabricated integral steel-concrete composite hollow slabs," Building Structure, vol. 44, no. 13, pp. 5-8+57, 2014.
  • 10. Y. Huang, B. Chen, and Y. Kang, "A New Framing System- The Open- Web Sandwich Plate and The Method of Continuous Analysis," Journal of Guizhou University of Technology, no. 04, pp. 69-75, 1997.
  • 11. H. G. Zhang, L. Hu, C. J. Ma, and T. Zheng, "Analysis on Static Behavior of Open-web Sandwich Plate and a Practical Method," Journal of Guizhou University of Technology, no. 03, pp. 82-87, 2006.
  • 12. Technical Specification For Reinforced Concrete Open-Web Sandwich Plate Structures, Di Fang Biao Zhun (Pinyin in China) (DB)22/48, 2005.
  • 13. D. Stevens, B. Crowder, B. Hall, and K. Marchand, Unified Progressive Collapse Design Requirements for The Department of Defense (DoD) and General Service Administration (GSA). 2008, pp. 1-10.
  • 14. Design of structures to resist progressive collapse, Unified Facilities Criteria (UFC) 4-023-03, 2009.
  • 15. B. Yiming and M. Kejian, "Dynamic elasto-plastic analysis of new assembled multi-storey long-span honeycomb steel grid box structure," Paper Asia, pp. 28-33, 01/01 2018.
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-be06f1f1-1d32-41fa-a183-3ddb50a591c4
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