Skip to main content
Log in

Plastic hinge analysis of composite frames under column loss scenario

  • Published:
International Journal of Steel Structures Aims and scope Submit manuscript

Abstract

This paper presents a plastic hinge analysis approach for static and dynamic assessment of composite frames under column loss scenarios. The proposed plastic hinge analysis method can be implemented using spreadsheet programming and it is computational less expensive compared to numerical analysis. A step-by-step first-order elastic-plastic analysis by tracking the formation of plastic hinge in a composite floor is performed until a collapse mechanism is formed to establish the static load-displacement behaviour and collapse load of a composite floor subject to sudden column loss. Floor deflections corresponding to the formation of each plastic hinge are evaluated to predict the static load-deformation response of composite frame. The composite floor joint effects can be included in the plastic hinge analysis by calculating the joints’ axial resistance and moment resistance using the Eurocodes’ component method. A dynamic assessment approach is then used to predict the dynamic response of frame due to sudden column loss. The accuracy of the proposed method is verified by comparing the predicted results with those from the established test and numerical results available in the literature.

This is a preview of subscription content, log in via an institution to check access.

Access this article

Price excludes VAT (USA)
Tax calculation will be finalised during checkout.

Instant access to the full article PDF.

Similar content being viewed by others

References

  • Alashker Y, Li H, El-Tawil S. (2011). Approximations in Progressive Collapse Modeling. Journal of Structural Engineering, 137(9), pp. 914–924.

    Article  Google Scholar 

  • Alashker Y, El-Tawil S, Sadek F. (2010). Progressive collapse resistance of steel-concrete composite floors. Journal of Structural Engineering, 136(10), pp. 1187–1196.

    Article  Google Scholar 

  • CEN (2004). Eurocode 4: Design of composite steel and concrete structures. Part 1-1: Genaral rules and rules for buildings. European Committe for Standardization.

    Google Scholar 

  • CEN (2005). Eurocode 3: Design of steel structures. Part 1-8: Design of joints. European Committe for Standardization.

    Google Scholar 

  • El-Tawil S, Alashker Y. (2011). A design-oriented model for the collapse resistance of composite floors subjected to column loss. Journal of Constructional Steel Research, 67(1), pp. 84–92.

    Article  Google Scholar 

  • Francois DJ. (2008). Steel and composite building frames: sway response under conventional loading and development of membrane effects in beams further to an exceptional action. Faculty of Applied Sciences, Liège University, Belgium.

    Google Scholar 

  • Fu F. (2009). Progressive collapse analysis of high-rise building with 3-D finite element modeling method. Journal of Constructional Steel Research, 65(6), pp. 1269–1278.

    Article  Google Scholar 

  • Fu F. (2010). 3-D nonlinear dynamic progressive collapse analysis of multi-storey steel composite frame buildings-Parametric study. Engineering Structures, 32(12), pp. 3974–3980.

    Article  Google Scholar 

  • GSA. (2003). Guidelines for Progressive Collapse Anlaysis. U.S. General Services Administration, USA.

    Google Scholar 

  • Izzuddin BA, Vlassis AG, Elghazouli AY, Nethercot DA. (2008). Progressive collapse of multi-storey buildings due to sudden column loss-Part I Simplified assessment framework. Engineering Structures, 30(5), pp. 1308–1318.

    Article  Google Scholar 

  • Jeyarajan S., (2014). Robustness analsysis and design of steel concrete composite buildings. PhD Thesis, National University of Singapore.

    Google Scholar 

  • Jeyarajan S., Liew J.Y.R., Koh C.G (2015a). Progressive collapse mitigation approaches for steel concrete composite buildings. International Journal of Steel Structures, 2015, 15(1), 175–191.

    Article  Google Scholar 

  • Jeyarajan. S, Liew. J.Y.R, Koh. C.G (2015b). Analysis of steel-concrete composite buildings for blast induced progressive collapse. International Journal of Protective Structures, 6(3), pp. 457–485.

    Article  Google Scholar 

  • Jeyarajan. S, Liew. J.Y.R, Koh. C.G (2015c). Enhancing the Robustness of Steel-Concrete Composite Buildings under Column Loss Scenarios. International Journal of Protective Structures, 6(3), pp. 529–550.

    Article  Google Scholar 

  • Jeyarajan. S, Liew. J.Y.R, Koh. C.G (2015d). Vulnerability of Simple Braced Steel Building under Extreme Load. IES Journal Part A-Civil & Structural Engineering, 8(4), pp. 219–231.

    Article  Google Scholar 

  • Jeyarajan. S, Liew. J.Y.R (2016). Analysis of 3D Composite Buildings with Floor slab and Semi-rigid Joint. IStructE Journal of Structure, 6(2016), pp. 20–29.

    Article  Google Scholar 

  • Kwasniewski L. (2010). Nonlinear dynamic simulations of progressive collapse for a multistory building. Engineering Structures, 32(5), pp. 1223–1235.

    Article  MathSciNet  Google Scholar 

  • Lee C-H, Kim S, Han K-H, Lee K. (2009). Simplified nonlinear progressive collapse analysis of welded steel moment frames. Journal of Constructional Steel Research, 65(5), pp. 1130–1137.

    Article  Google Scholar 

  • Nair RS. (2006). Preventing disproportionate collapse. Journal of Performance of Constructed Facilities-ASCE, 20(4), pp. 309–314.

    Article  Google Scholar 

  • Ruth P, Marchand KA, Willaimson EB. (2006). Static Equivalency in progressive collapse alternate path analysis. Journal of Performance of Constructed Facilities-ASCE, 20(4), pp. 349–364.

    Article  Google Scholar 

  • Sadek F, EI-Tawil S, Lew HS. (2008). Robustness of Composite Floor Systems with Shear Connections. Journal of Structural Engineering, 134(11), pp. 1717–1725.

    Article  Google Scholar 

  • UFC. (2009). Design of buildings to resist progressive collapse. Department of Defence, USA.

    Google Scholar 

  • Vlassis AG, Izzuddin BA, Elghazouli AY, Nethercot DA. (2008). Progressive Collapse of Multi-Storey Buildings due to Sudden Column Loss-Part II: Application. Engineering Structures, 30(5), pp. 1424–1438.

    Article  Google Scholar 

  • Wang J-F, Li G-Q.(2007). Testing of semi-rigid steelconcrete composite frames subjected to vertical loads. Engineering Structures, 29(8), pp. 1903–1916.

    Article  Google Scholar 

Download references

Author information

Authors and Affiliations

Authors

Corresponding author

Correspondence to S. Jeyarajan.

Rights and permissions

Reprints and permissions

About this article

Check for updates. Verify currency and authenticity via CrossMark

Cite this article

Jeyarajan, S., Liew, J.Y.R. & Koh, C.G. Plastic hinge analysis of composite frames under column loss scenario. Int J Steel Struct 16, 975–985 (2016). https://doi.org/10.1007/s13296-015-0049-5

Download citation

  • Received:

  • Accepted:

  • Published:

  • Issue Date:

  • DOI: https://doi.org/10.1007/s13296-015-0049-5

Keywords

Navigation