Contribution of secondary frames to the mitigation of collapse in steel buildings subjected to extreme loads

References

• Asprone, D., Jalayer, F., & Manfredi, G. (2010). Proposal of a probabilistic model for multi-hazard risk assessment of structures in seismic zones subjected to blast for the limit state of collapse. Structural Safety, 32, 25–34.
   Web of Science ®Google Scholar
• Byfield, M., & Paramasivam, S. (2007). Catenary action in steel-framed buildings. Structures and Buildings, 160, 247–257.
   Web of Science ®Google Scholar
• Comité Européen de Normalisation (2002a). EN 1990:2002, Eurocode – basis of structural design. Brussels: Author.
   Google Scholar
• CEN, Comité Européen de Normalisation (2002b). EN 1991:2002, Eurocode 1: Actions on structures – Part 1–2: General actions – Actions on structures exposed to fire. Brussels: Author.
   Google Scholar
• Comité Européen de Normalisation (2005b). EN 1993-1-2:2005, Eurocode 3: Design of steel structures – Part 1–2: General rules – Structural fire design. Brussels: Author.
   Google Scholar
• Comité Européen de Normalisation (2005a). EN 1998-3:2005, Eurocode 8: Design of structures for earthquake resistance, Part 3: Assessment and retrofit of buildings. Brussels: Author.
   Google Scholar
• D'Aniello, M., Ambrosino, G., Prtioli, F., & Landolfo, R. (2013). Modelling aspects of the seismic response of steel concentric braced frames. Steel and Composite Structures, 15, 539–566.
   Web of Science ®Google Scholar
• Department of Defense (2005). Design of buildings to resist progressive collapse. Washington, DC: Unified Facilities Criteria.
   Google Scholar
• Dicleli, M., & Mehta, A. (2007). Simulation of inelastic cyclic buckling behaviour of steel box sections. Computers and Structures, 85, 446–457.
   Web of Science ®Google Scholar
• Elghazouli, A.Y., Málaga-Chuquitaype, C., Castro, J.M., & Orton, A.H. (2009). Experimental monotonic and cyclic behaviour of blind-bolted angle connections. Engineering Structures, 31, 2540–2553.
   Web of Science ®Google Scholar
• Ellingwood, B. (2006). Mitigating risk from abnormal loads and progressive collapse. ASCE Journal of Performance of Constructed Facilities, 20, 315–323.
   Web of Science ®Google Scholar
• Ellingwood, B., & Leyendecker, E.E. (1978). Approaches for design against progressive collapse. ASCE Journal of the Structural Division, 104, 413–423.
   Web of Science ®Google Scholar
• Fang, C., Izzuddin, B., Elghazouli, A.Y., & Nethercot, D. (2011). Robustness of steel-composite building structures subject to localised fire. Fire Safety Journal, 46, 348–363.
   Web of Science ®Google Scholar
• Fang, C., Izzuddin, B., Elghazouli, A.Y., & Nethercot, D. (2013). Robustness of multi-storey car parks under local fire – Towards practical design recomendations. Journal of Constructional Steel Research, 90, 193–208.
   Web of Science ®Google Scholar
• Fang, C., Izzuddin, B., Obiala, R., Elghazouli, A.Y., & Nethercot, D. (2012). Robustness of multi-storey car parks under vehicle fire. Journal of Constructional Steel Research, 75, 72–84.
   Web of Science ®Google Scholar
• General Services Administration (2003). Progressive collapse analysis and design guidance for new federal office buildings and major modernization projects. Washington, DC: Author.
   Google Scholar
• Hsiao, P., Lehamn, D.E., & Roeder, C.W. (2013). Evaluation of the response modification coefficient and collapse potential of special concentrically braced frames. Earthquake Engineering and Structural Dynamics, 42, 1547–1564.
   Web of Science ®Google Scholar
• Ibarra, L.F., & Krawinkler, H. (2005). Global collapse of frame structures under seismic exitation. TR-152. Technical report. Berkeley, CA: The John A Blume Earthquake Engineering Center, Department of Civil and Environmental Engineering, Stanford University.
   Google Scholar
• Izzuddin, B., Vlassis, A.G., Elghazouli, A.Y., & Nethercot, D. (2008). Progressive collapse of multi-storey buildings due to sudden column loss – Part I: Simplified assessment framework. Engineering Structures, 30, 1308–1318.
   Web of Science ®Google Scholar
• Kiggins, S., & Uang, C.M. (2006). Reducing residual drift of buckling restrained braced frames as dual systems. Engineeering Structures, 28, 1525–1532.
   Web of Science ®Google Scholar
• Kim, T., Kim, J., & Park, J. (2009). Investigation of progressive collapse-resisting capability of steel moment frames using push-down analysis. ASCE Journal of Performance of Constructed Facilities, 5, 327–335.
   Web of Science ®Google Scholar
• Li, Y., Ahuja, A., & Padgett, E. (2012). Review of methods to assess, design for, and mitigate multiple hazards. ASCE Journal of Performance of Constructed Facilities, 26, 104–117.
   Web of Science ®Google Scholar
• Li, Y., & Spearpoint, M. (2007). Analysis of vehicle fire statistics in New Zealand parking buildings. Fire Technology, 43, 93–106.
   Web of Science ®Google Scholar
• Lignos, D.G., Krawinkler, H., & Zareian, F. (2009). Modelling of component deterioration for collapse prediction of steel frames. In 6th international conference on behavior of steel structures in seismic areas, STESSA 2009, Philadelphia, PA, US.
   Google Scholar
• Lignos, D., & Krawinkler, H. (2011). Deterioration modeling of steel components in support of collapse prediction of steel moment frames under earthquake loading. ASCE Journal of Structural Engineering, 137, 1291–1302.
   Web of Science ®Google Scholar
• Málaga-Chuquitaype, C., & Elghazouli, A.Y. (2010b). Component-based mechanical models for blind-bolted angle connections. Engineeering Structures, 32, 3048–3067.
   Web of Science ®Google Scholar
• Málaga-Chuquitaype, C., & Elghazouli, A.Y. (2010a). Contribution of secondary systems to the seismic performance of steel framed structures. In 14th European conference on earthquake engineering, Ohrid, Macedonia. Paper 235.
   Google Scholar
• Málaga-Chuquitaype, C., Elghazouli, A.Y., & Liu, Y. (2014). Response of blind-bolted connections under extreme dynamic actions. In 7th European Conference on Steel and Composite Structures, Naples, Italy.
   Google Scholar
• Malvar, L.J., & Crawford, J.E. (1998). Dynamic increase factors for steel reinforcing bars. Technical report, Twenty-eight: Orlando, FL: Department of defence explosives safety board, Naval Facilities Engineering Service Center Port Hueneme.
   Google Scholar
• Mander, J.B., Dhakal, R.J., Mashiko, N., & Solberg, K.M. (2007). Incremental dynamic analysis applied to seismic financial risk assessment of bridges. Engineering Structures, 29, 2662–2672.
   Web of Science ®Google Scholar
• McKenna, F. (1997). Object oriented finite element programming: frameworks for analysis, algorithms and parallel computing  (PhD thesis), University of California at Berkeley, Berkeley, CA, US. Retrieved from http://opensees.berkeley.edu.
   Google Scholar
• Office of the Deputy Primer Minister (2004). The building regualtions 2000, Part A, Schedule 1:A3. London: Disproportionate collapse.
   Google Scholar
• Pettinga, D., Christopolous, C., Pampanin, S., & Priestley, M.J.N. (2007). Effectiveness of simple approaches in mitigating residual deformations in buildings. Earthquake Engineering and Structural Dynamics, 36, 1765–1785.
   Web of Science ®Google Scholar
• Swanson, J.A., & Leon, R.T. (2001). Stiffness modeling of bolted T-stub connection components. ASCE Journal of Structural Engineering, 127, 498–505.
   Web of Science ®Google Scholar
• Uriz, P., & Mahin, S.A (2008). Towards earthquake-resistant design of concentrically braced steel-frame structures PEER Report 2008/08. Technical report. California, US: Pacific Earthquake Engineering Research Center, University of California at Berkeley.
   Google Scholar
• Vamvatsikos, D., & Cornell, C.A. (2002). Incremental dynamic analysis. Earthquake Engineering and Structural Dynamics, 31, 491–514.
   Web of Science ®Google Scholar
• Vargas, R., & Bruneau, M. (2006). Analytical investigation of the structural fuse concept. Technical Report MCEER-06-004. Buffalo, NY, USA: Multidisciplinary Center for Earthquake Engineering Research, State University of New York.
   Google Scholar
• Vlassis, A.G., Izzuddin, B., Elghazouli, A.Y., & Nethercot, D. (2008). Progressive collapse of multi-storey buildings due to sudden column loss – Part II: Application. Engineering Structures, 30, 1424–1438.
   Web of Science ®Google Scholar