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Journal of Failure Analysis and Prevention

, Volume 19, Issue 3, pp 698–708 | Cite as

Progressive Collapse Analysis of Cable-Stayed Bridges

  • Arash NajiEmail author
  • Mohammad Reza Ghiasi
Technical Article---Peer-Reviewed
  • 34 Downloads

Abstract

Several codes have proposed guidelines to prevent progressive collapse. Although most of these standards are in progress, few recommendations for progressive collapse analysis and design of cable bridges or even bridges can be found. In this paper, progressive collapse analysis of a cable-stayed bridge is investigated. In this regard, the effects of changes in Fy, E and cross-section area of cables to progressive collapse resistance are studied. The evaluation is performed by alternate load path method and the nonlinear time history tool in SAP2000V17 software. The results of the analysis show that as the cross section and the modulus of elasticity of the cables increase, displacement of bridge decreases and the bridge’s resistance increases against failures. Also, for the case where Fy of cables were increased, displacement of the bridge did not differ, and only the formation of the plastic hinges in the cables changed.

Keywords

Cable-stayed bridge Progressive collapse Capacity curve 

Notes

References

  1. 1.
    S. Marjanishvili, E. Agnew, Comparison of various procedures for progressive collapse analysis. J. Perform. Constr. Facil. 20(4), 365–374 (2006)Google Scholar
  2. 2.
    A. Naji, Plastic limit analysis of truss structures subjected to progressive collapse. Eur. J. Eng. Res. Sci. 2(9), 31–35 (2017)Google Scholar
  3. 3.
    B.R. Ellingwood, E.V. Leyendecker, Approaches for design against progressive collapse. J. Struct. Div. 104(3), 413–423 (1978)Google Scholar
  4. 4.
    ASCE 7, Minimum Design Loads for Buildings and Other Structures (American Society of Civil Engineers, Reston, 2002)Google Scholar
  5. 5.
    DoD, UFC 4-023-03: Design of Buildings to Resist Progressive Collapse (US Department of Defense, Washington, 2009)Google Scholar
  6. 6.
    GSA, Alternate Path Analysis and Design Guidelines for Progressive Collapse Resistance (General Services Administration, Washington, 2003)Google Scholar
  7. 7.
    J. Abruzzo, A. Matta, G. Panariello, Study of mitigation strategies for progressive collapse of a reinforced concrete commercial building. J. Perform. Constr. Facil. 20(4), 384–390 (2006)Google Scholar
  8. 8.
    W.J. Yi, Q.F. He, Y. Xiao, S.K. Kunnath, Experimental study on progressive collapse-resistant behavior of reinforced concrete frame structures. ACI Struct. J. 105(4), 433 (2008)Google Scholar
  9. 9.
    A. Naji, Improving the tie force method for progressive collapse design of RC frames. Int. J. Struct. Integr. 9(4), 520–531 (2018)Google Scholar
  10. 10.
    H. Fu, J. Zhang, J. Jiang, Z. Wang, A ductility-centred analytical model for axially restrained double-span steel beam systems subjected to sudden columns loss. Structures 10, 197–208 (2017)Google Scholar
  11. 11.
    D.E. Grierson, L. Xu, Y. Liu, Progressive-failure analysis of buildings subjected to abnormal loading. Comput. Aided Civ. Infrastruct. Eng. 20(3), 155–171 (2005)Google Scholar
  12. 12.
    Q. Han, M. Liu, Y. Lu, C. Wang, Progressive collapse analysis of large-span reticulated domes. Int. J. Steel Struct. 15(2), 261–269 (2015)Google Scholar
  13. 13.
    P. Heng, M. Hjiaj, J.M. Battini, A. Limam, An enhanced SDOF model to predict the behaviour of a steel column impacted by a rigid body. Eng. Struct. 152, 771–789 (2017)Google Scholar
  14. 14.
    G. Kaewkulchai, E.B. Williamson, Beam element formulation and solution procedure for dynamic progressive collapse analysis. Comput. Struct. 82(7–8), 639–651 (2004)Google Scholar
  15. 15.
    A. Naji, F. Irani, Progressive collapse analysis of steel frames: Simplified procedure and explicit expression for dynamic increase factor. Int. J. Steel Struct. 12(4), 537–549 (2012)Google Scholar
  16. 16.
    A. Naji, Modelling the catenary effect in the progressive collapse analysis of concrete structures. Struct. Concr. 17(2), 145–151 (2016)Google Scholar
  17. 17.
    A. Naji, M. Rohani, Progressive collapse analysis of reinforced concrete structures: a simplified procedure. Eur. J. Eng. Res. Sci. 2(10), 7–12 (2017)Google Scholar
  18. 18.
    A. Naji, Sensitivity and fragility analysis of steel moment frames subjected to progressive collapse. Asian J. Civ. Eng. 19(5), 595–606 (2018)Google Scholar
  19. 19.
    A. Naji, Progressive collapse analysis of steel moment frames: an energy-based method and explicit expressions for capacity curves. J. Perform. Constr. Facil. 33(2), 04019008 (2019)Google Scholar
  20. 20.
    A. Astaneh-Asl. Progressive collapse of steel truss bridges, the case of I-35 W collapse, in Proceedings of 7th International Conference on Steel Bridges, Guimarăes, Portugal (2008)Google Scholar
  21. 21.
    H. Hao, E.K. Tang, Numerical simulation of a cable-stayed bridge response to blast loads, part II: damage prediction and FRP strengthening. Eng. Struct. 32(10), 3193–3205 (2010)Google Scholar
  22. 22.
    B.M. Jenkins, Protecting Surface Transportation Systems and Patrons from Terrorist Activities: Case Studies of Best Security Practices and a Chronology of Attacks (No. CA/R-96/26) (Mineta Transportation Institute, San Jose, 1997)Google Scholar
  23. 23.
    D. Yan, C.C. Chang, Vulnerability assessment of cable-stayed bridges in probabilistic domain. J. Bridge Eng. 14(4), 270–278 (2009)Google Scholar
  24. 24.
    M. Wolff, U. Starossek, Cable loss and progressive collapse in cable-stayed bridges. Bridge Struct. 5(1), 17–28 (2009)Google Scholar
  25. 25.
    U. Starossek. Progressive collapse of bridges—aspects of analysis and design, in International Symposium on Sea-Crossing Long-Span Bridges, Mokpo, Korea (2006), pp. 15–17Google Scholar
  26. 26.
    T.P. Zoli, J. Steinhouse, Some Considerations in the Design of Long Span Bridges Against Progressive Collapse (HNTB, New York, 2007)Google Scholar
  27. 27.
    D. Yan, C.C. Chang, Vulnerability assessment of single-pylon cable-stayed bridges using plastic limit analysis. Eng. Struct. 32(8), 2049–2056 (2010)Google Scholar
  28. 28.
    R. Das, A.D. Pandey, M.J. Mahesh, P. Saini, S. Anvesh, Progressive collapse of a cable stayed bridge. Procedia Eng. 144, 132–139 (2016)Google Scholar
  29. 29.
    S.K. Hashemi, M.A. Bradford, H.R. Valipour, Dynamic response of cable-stayed bridge under blast load. Eng. Struct. 127, 719–736 (2016)Google Scholar
  30. 30.
    J. Son, H.J. Lee, Performance of cable-stayed bridge pylons subjected to blast loading. Eng. Struct. 33(4), 1133–1148 (2011)Google Scholar
  31. 31.
    M. Shoghijavan, U. Starossek, An analytical study on the bending moment acting on the girder of a long-span cable-supported bridge suffering from cable failure. Eng. Struct. 167, 166–174 (2018)Google Scholar
  32. 32.
    B. Samali, Y. Aoki, A. Saleh, H. Valipour, Effect of loading pattern and deck configuration on the progressive collapse response of cable-stayed bridges. Aust. J. Struct. Eng. 16(1), 17–34 (2015)Google Scholar
  33. 33.
    PTI (Post Tensioning Institute), Recommendations for Stay Cable Design, Testing and Installation (Cable-Stayed Bridges Committee, Phoenix, 2001)Google Scholar
  34. 34.
    FIB (International Federation for Structural Concrete), Acceptance of Stay Cable Systems using Prestressing Steels (International Federation for Structural Concrete, Lausanne, 2005)Google Scholar
  35. 35.
    A. Homaioon Ebrahimi, M. Ebadi Jamkhaneh, M. Shokri Amiri, 3D finite-element analysis of steel moment frames including long-span entrance by strengthening steel cables and diagonal concentrically braced frames under progressive collapse. Pract. Period. Struct. Des. Constr. 23(4), 04018025 (2018)Google Scholar
  36. 36.
    J. Kim, T. Kim, Assessment of progressive collapse-resisting capacity of steel moment frames. J. Constr. Steel Res. 65(1), 169–179 (2009)Google Scholar
  37. 37.
    A. Naji, M. Khodaverdi Zadeh, Progressive collapse analysis of steel braced frames. Pract. Period. Struct. Des. Constr. 24(2), 04019004 (2019)Google Scholar
  38. 38.
    A. Naji, M.R. Ommetalab, Horizontal bracing to enhance progressive collapse resistance of steel moment frames. Struct. Des. Tall Spec. Build. 28(5), e1563 (2019)Google Scholar
  39. 39.
    J.G. Cai, Y.X. Xu, L.P. Zhuang, J. Feng, J. Zhang, Comparison of various procedures for progressive collapse analysis of cable-stayed bridges. J. Zhejiang Univ. Sci. A 13(5), 323–334 (2012)Google Scholar
  40. 40.
    J. Kim, D. An, Evaluation of progressive collapse potential of steel moment frames considering catenary action. Struct. Des. Tall Spec. Build. 18(4), 455–465 (2009)Google Scholar
  41. 41.
    M.H. Tsai, B.H. Lin, Investigation of progressive collapse resistance and inelastic response for an earthquake-resistant RC building subjected to column failure. Eng. Struct. 30(12), 3619–3628 (2008)Google Scholar

Copyright information

© ASM International 2019

Authors and Affiliations

  1. 1.Sadjad University of TechnologyMashhadIran

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