References
- Adam, J. M., Parisi, F., Sagaseta, J., & Lu, X. (2018). Research and practice on progressive collapse and robustness of building structures in the 21st century. Engineering Structures, 173, 122–149. doi:https://doi.org/10.1016/j.engstruct.2018.06.082
- Agarwal, J., Haberland, M., Holicky, M., Sykora, M., & Thelandersson, S. (2012). Robustness of structures: Lessons from failures. Structural Engineering International, 22(1), 105–111. doi:https://doi.org/10.2749/101686612X13216060213635
- Akiyama, M., Frangopol, D. M., & Ishibashi, H. (2020). Toward life-cycle reliability-, risk- and resilience-based design and assessment of bridges and bridge networks under independent and interacting hazards: Emphasis on earthquake, tsunami and corrosion. Structure and Infrastructure Engineering, 16(1), 26–50. doi:https://doi.org/10.1080/15732479.2019.1604770
- Baker, J. W., Schubert, M., & Faber, M. H. (2008). On the assessment of robustness. Structural Safety, 30(3), 253–267. doi:https://doi.org/10.1016/j.strusafe.2006.11.004
- Bao, Y., Lew, H. S., & Kunnath, S. K. (2014). Modeling of reinforced concrete assemblies under column-removal scenario. Journal of Structural Engineering, 140(1), 04013026. doi:https://doi.org/10.1061/(ASCE)ST.1943-541X.0000773
- Bontempi, F. (2019). Elementary concepts of structural robustness of bridges and viaducts. Journal of Civil Structural Health Monitoring, 9(5), 703–717. doi:https://doi.org/10.1007/s13349-019-00362-7
- Brett, C., & Lu, Y. (2013). Assessment of robustness of structures: Current state of research. Frontiers of Structural and Civil Engineering, 7(4), 356–368. doi:https://doi.org/10.1007/s11709-013-0220-z
- Brunesi, E., Nascimbene, R., Parisi, F., & Augenti, N. (2015). Progressive collapse fragility of reinforced concrete framed structures through incremental dynamic analysis. Engineering Structures, 104, 65–79. doi:https://doi.org/10.1016/j.engstruct.2015.09.024
- Cabanas Goncalves Andre, J. P., & Faber, M. H. (2019). Proposal of guidelines for the evolution of robustness framework in the future generation of eurocodes. Structural Engineering International, 29(3), 433–442.
- Droogné, D., Botte, W., & Caspeele, R. (2018). A multilevel calculation scheme for risk-based robustness quantification of reinforced concrete frames. Engineering Structures, 160, 56–70. doi:https://doi.org/10.1016/j.engstruct.2017.12.052
- Ellingwood, B. R. (2006). Mitigating risk from abnormal loads and progressive collapse. Journal of Performance of Constructed Facilities, 20(4), 315–323. doi:https://doi.org/10.1061/(ASCE)0887-3828(2006)20:4(315)
- Ettouney, M., Smilowitz, R., Tang, M., & Hapij, A. (2006). Global system considerations for progressive collapse with extensions to other natural and man-made hazards. Journal of Performance of Constructed Facilities, 20(4), 403–417. doi:https://doi.org/10.1061/(ASCE)0887-3828(2006)20:4(403)
- Faber, M. H. (2006). Robustness of structures: An introduction. Structural Engineering International, 16(2), 101–101. doi:https://doi.org/10.2749/101686606777962404
- FEMA. (2010). HAZUS-MH MR5 technical manual - Earthquake model. Washington, DC: U.S. Department of Homeland Security.
- Frangopol, D. M., & Curley, J. P. (1987). Effects of damage and redundancy on structural reliability. Journal of Structural Engineering, 113(7), 1533–1549. doi:https://doi.org/10.1061/(ASCE)0733-9445(1987)113:7(1533)
- Frangopol, D. M., Lin, K. Y., & Estes, A. C. (1997). Life-cycle cost design of deteriorating structures. Journal of Structural Engineering, 123(10), 1390–1401. doi:https://doi.org/10.1061/(ASCE)0733-9445(1997)123:10(1390)
- Gerasimidis, S., & Sideri, J. (2016). A new partial-distributed damage method for progressive collapse analysis of steel frames. Journal of Constructional Steel Research, 119, 233–245. doi:https://doi.org/10.1016/j.jcsr.2015.12.012
- Ghosn, M., Dueñas-Osorio, L., Frangopol, D. M., McAllister, T. P., Bocchini, P., Manuel, L., … Tsiatas, G. (2016). Performance indicators for structural systems and infrastructure networks. Journal of Structural Engineering, 142(9). doi:https://doi.org/10.1061/(ASCE)ST.1943-541X.0001542
- Ghosn, M., Moses, F., & Frangopol, D. M. (2010). Redundancy and robustness of highway bridge superstructures and substructures. Structure and Infrastructure Engineering, 6(1–2), 257–278. doi:https://doi.org/10.1080/15732470802664498
- Gong, C., Frangopol, D. M., & Cheng, M. (2020). Risk-based decision-making on corrosion delay for ship hull tankers. Engineering Structures, 212, 110455. doi:https://doi.org/10.1016/j.engstruct.2020.110455
- Griffiths, H., Pugsley, A., & Saunders, O. (1968). Report of the inquiry into the collapse of flats at Ronan Point, Canning Town (Report). Ministry of Housing and Local Government.
- GSA. (2013). Alternate path analysis and design guidelines for progressive collapse resistance (Tech. Rep.). Washington, DC: General services and administration.
- Hasik, V., Chhabra, J. P. S., Warn, G. P., & Bilec, M. M. (2018). Review of approaches for integrating loss estimation and life cycle assessment to assess impacts of seismic building damage and repair. Engineering Structures, 175, 123–137. doi:https://doi.org/10.1016/j.engstruct.2018.08.011
- He, X. H. C., Yi, W. J., & Yuan, X. X. (2019). A non-iterative progressive collapse design method for RC structures based on virtual thermal pushdown analysis. Engineering Structures, 189, 484–496. doi:https://doi.org/10.1016/j.engstruct.2019.03.102
- He, X. H. C., Yuan, X. X., & Yi, W. J. (2019). Irregularity index for quick identification of worst column removal scenarios of RC frame structures. Engineering Structures, 178, 191–205. doi:https://doi.org/10.1016/j.engstruct.2018.10.026
- Khandelwal, K., & El-Tawil, S. (2011). Pushdown resistance as a measure of robustness in progressive collapse analysis. Engineering Structures, 33(9), 2653–2661. doi:https://doi.org/10.1016/j.engstruct.2011.05.013
- Kumamoto, H., & Henley, E. J. (1996). Probabilistic risk assessment and management for engineering and scientists (2nd ed.). New York: IEEE Press.
- Kunnath, S. K., Bao, Y., & El-Tawil, S. (2018). Advances in computational simulation of gravity-induced disproportionate collapse of RC frame buildings. Journal of Structural Engineering, 144(2), 03117003. doi:https://doi.org/10.1061/(ASCE)ST.1943-541X.0001938
- Lallemant, D., Kiremidjian, A., & Burton, H. (2015). Statistical procedures for developing earthquake damage fragility curves. Earthquake Engineering & Structural Dynamics, 44(9), 1373–1389.
- Lind, N. C. (1995). A measure of vulnerability and damage tolerance. Reliability Engineering & System Safety, 48(1), 1–6.
- Marchand, K. A., & Stevens, D. J. (2015). Progressive collapse criteria and design approaches improvement. Journal of Performance of Constructed Facilities, 29(5), B4015004. doi:https://doi.org/10.1061/(ASCE)CF.1943-5509.0000706
- Nafday, A. M. (2008). System safety performance metrics for skeletal structures. Journal of Structural Engineering, 134(3), 499–504. doi:https://doi.org/10.1061/(ASCE)0733-9445(2008)134:3(499)
- Nafday, A. M. (2011). Consequence-based structural design approach for black swan events. Structural Safety, 33(1), 108–114. doi:https://doi.org/10.1016/j.strusafe.2010.09.003
- Pandey, M. D., Yuan, X. X., & van Noortwijk, J. M. (2009). The influence of temporal uncertainty of deterioration on life-cycle management of structures. Structure and Infrastructure Engineering, 5(2), 145–156. doi:https://doi.org/10.1080/15732470601012154
- Pantidis, P., & Gerasimidis, S. (2018). Progressive collapse of 3D steel composite buildings under interior gravity column loss. Journal of Constructional Steel Research, 150, 60–75. doi:https://doi.org/10.1016/j.jcsr.2018.08.003
- Qian, K., Li, B., & Ma, J. X. (2015). Load-carrying mechanism to resist progressive collapse of RC buildings. Journal of Structural Engineering, 141(2), 04014107. doi:https://doi.org/10.1061/(ASCE)ST.1943-541X.0001046
- Ross, M. S. (2009). Introduction to probability models (10th ed.). Burlington, MA: Academic Press.
- Singhal, A., & Kiremidjian, A. S. (1998). Bayesian updating of fragilities with application to RC frames. Journal of Structural Engineering, 124(8), 922–929. doi:https://doi.org/10.1061/(ASCE)0733-9445(1998)124:8(922)
- Sørensen, J. D., Rizzuto, E., Narasimhan, H., & Faber, M. H. (2012). Robustness: Theoretical framework. Structural Engineering International, 22(1), 66–72. doi:https://doi.org/10.2749/101686612X13216060213554
- Starossek, U. (2009). Progressive collapse of structures (Vol. 153). Thomas telford London.
- Starossek, U., & Haberland, M. (2010). Disproportionate collapse: Terminology and procedures. Journal of Performance of Constructed Facilities, 24(6), 519–528. doi:https://doi.org/10.1061/(ASCE)CF.1943-5509.0000138
- Starossek, U., & Haberland, M. (2011). Approaches to measures of structural robustness. Structure and Infrastructure Engineering, 7(7–8), 625–631. doi:https://doi.org/10.1080/15732479.2010.501562
- Taleb, N. N. (2014). Antifragile: Things that gain from disorder. New York: Random House.
- Tesfamariam, S., & Goda, K. (2015). Loss estimation for non-ductile reinforced concrete building in Victoria, British Columbia, Canada: Effects of mega-thrust m(w)9-class subduction earthquakes and aftershocks. Earthquake Engineering & Structural Dynamics, 44(13), 2303–2320.
- Xiao, Y., Kunnath, S., Li, F., Zhao, Y., Lew, H., & Bao, Y. (2015). Collapse test of three-story half-scale reinforced concrete frame building. ACI Structural Journal, 112(4), 429–438. doi:https://doi.org/10.14359/51687746
- Yi, W. J., He, Q. F., Xiao, Y., & Kunnath, S. K. (2008). Experimental study on progressive collapse-resistant behavior of reinforced concrete frame structures. ACI Structural Journal, 105(4), 433–439.