Issue 78

D. D. Joshi et alii, Fracture and Structural Integrity, 78 (2026) 315-345; DOI: 10.3221/IGF-ESIS.78-19

DOI: https://doi.org/10.1016/j.engstruct.2022.114274. [11] Bao, C., Long, H., Peng, L., Wang, H., Ma, X. and Lim, K.S. (2025). Study on progressive collapse resistance of corroded RC continuous deep flexural members strengthened with BFRP sheets, Structures, 81, pp. 110216-1-21. DOI: https://doi.org/10.1016/j.istruc.2025.110216. [12] Liang, S. L., Fu, F., Huang, Z. Q. and Qian, K. (2023). Enhancement of collapse-resistant capacity of non-seismically designed RC frames using various CFRP strengthening schemes, Engineering Structures, 291, pp. 116450-1-18. DOI: https://doi.org/10.1016/j.engstruct.2023.116450. [13] Li, S., Shan, S., Zhang, H. and Li, Y. (2019). Rapid retrofit of reinforced concrete frames after progressive collapse to increase sustainability, Sustainability, 11(15), pp. 4195-1-21. DOI: https://doi.org/10.3390/su11154195. [14] Qian, K. and Li, B. (2013). Strengthening and retrofitting of RC flat slabs to mitigate progressive collapse by externally bonded CFRP laminates, Journal of Composites for Construction, 17(4), pp. 554-565. DOI: https://doi.org/10.1061/(ASCE)CC.1943-5614.0000352. [15] Maxy, M., Ottelin, J. and Ehab, M. (2025). CFRP retrofitting of existing structures to increase resilience against extreme scenarios using AEM: the pancake collapse, Journal of Building Pathology and Rehabilitation, 10(2), 122. DOI: https://doi.org/10.1007/s41024-025-00630-8. [16] Chen, W., Lin, B., Li, D., Zhang, J. and Cui, S. (2022). Progressive collapse performance of shear strengthened RC frames by nano CFRP, Nanotechnology Reviews, 11(1), pp. 811-823. DOI: https://doi.org/10.1515/ntrev-2022-0048. [17] Scalvenzi, M., Gargiulo, S., Freddi, F. and Parisi, F. (2022). Impact of seismic retrofitting on progressive collapse resistance of RC frame structures, Engineering Failure Analysis, 131, pp. 105840-1-19. DOI: https://doi.org/10.1016/j.engfailanal.2021.105840. [18] Esfandiari, J. and Latifi, M.K. (2019). Numerical study of progressive collapse in reinforced concrete frames with FRP under column removal, Advances in Concrete Construction, 8(3), pp. 165-172. DOI: https://doi.org/10.12989/acc.2019.8.3.165. [19] Qian, K. and Li, B. (2015). Strengthening of multibay reinforced concrete flat slabs to mitigate progressive collapse, [20] Feng, P., Qiang, H., Ou, X., Qin, W. and Yang, J. (2019). Progressive collapse resistance of GFRP-strengthened RC beam-slab subassemblages in a corner column-removal scenario, Journal of Composites for Construction, 23(1), pp. 04018076-1-15. DOI: https://doi.org/10.1061/(ASCE)CC.1943-5614.0000917. [21] Zhang, Y., Cheng, X., Diao, M., Li, Y., Guan, H. and Sun, H. (2023). FRP retrofit for RC frame substructures against progressive collapse: Scheme optimisation and resistance calculation, Engineering Structures, 289, pp. 116289-1-17. DOI: https://doi.org/10.1016/j.engstruct.2023. 116289. [22] Vieira, A. D. A., Triantafyllou, S. P. and Bournas, D. A. (2020). Strengthening of RC frame subassemblies against progressive collapse using TRM and NSM reinforcement, Engineering Structures, 207, pp. 110002-1-18. DOI: https://doi.org/10.1016/j.engstruct.2019.110002. [23] Qin, W., Zhang, Z. and Xi, Z. (2023). Towards enhancing the anti-progressive collapse performance of concrete beam column structures via ECC and BFRP: Experiments and mechanisms, Engineering Structures, 292, pp. 116558-1-17. DOI: https://doi.org/10.1016/ j.engstruct.2023.116558. [24] Qin, W., Xi, Z., Liu, X., Feng, P., Ou, X. and Yang, J. (2022). Experimental and theoretical analyses of the progressive collapse resistance of NSM strengthening RC frames after the failure of a corner column, Journal of Building Engineering, 47, pp. 103805-1-28. DOI: https://doi.org/ 10.1016/j.jobe.2021.103805. [25] Huang, M., Huang, H., Qian, K., Li, J. and Guo, M. (2024). Experimental response of HPFL-BSP strengthened RC sub-assemblages subject to corner column removal, Journal of Building Engineering, 82, pp. 108278-1-19. DOI: https://doi.org/10.1016/j.jobe.2023.108278. [26] Huang, M., Huang, H., Wang, B., Zhao, M., Guo, M. and Ma, Y. (2024). Progressive collapse analysis of RC structures with HPFL-BSP strengthened slabs, Engineering Failure Analysis, 163, pp. 108479-1-22. DOI: https://doi.org/10.1016/j.engfailanal.2024.108479. [27] Huang, H., Huang, M., Zhang, W., Guo, M., Chen, Z. and Li, M. (2021). Progressive collapse resistance of multistory RC frame strengthened with HPFL-BSP. Journal of Building Engineering, 43, pp. 103123-1-15. DOI: https://doi.org/10.1016/j.jobe.2021.103123. [28] Elkoly, S. and El-Ariss, B. (2014). Progressive collapse evaluation of externally mitigated reinforced concrete beams, Engineering Failure Analysis, 40, pp. 33-47. DOI: http://dx.doi.org/ 10.1016/j.engfailanal.2014.02.002 [29] Liu, T., Xiao, Y., Yang, J. and Chen, B. S. (2017). CFRP strip cable retrofit of RC frame for collapse resistance, Journal of Composites for Construction, 21(1), pp. 04016067-1-11. Journal of Structural Engineering, 141(6), pp. 04014154-1-13. DOI: https://doi.org/10.1061/(ASCE)ST.1943-541X.0001125.

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