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1 
Abedini, M., Mutalib, A. A., Raman, S. N., Alipour, R., and Akhlaghi, E. (2019) Pressure-Impulse (P-I) Diagrams for Reinforced Concrete (RC) Structures: A Review. Archives of Computational Methods in Engineering 26(3), 733-67.DOI
2 
ASCE (2022) Blast Protection of Buildings (ASCE/SEI 59-22). Reston, VA; American Society of Civil Engineers (ASCE).URL
3 
Baylot, J. T., and Bevins, T. L. (2007) Effect of Responding and Failing Structural Components on the Airblast Pressures and Loads on and Inside of the Structure. Computers and Structures 85(11), 891-910.DOI
4 
Bishop, C. M. (2006) Patterns Recognition and Machine Learning. Springer-Verlag, New York.URL
5 
Børvik, T., Hanssen, A. G., Langseth, M., and Olovsson, L. (2009) Response of Structures to Planar Blast Loads-A Finite Element Engineering Approach. Computers and Structures 87, 507-520.DOI
6 
CEB (1990) Model Code for Concrete Structures. Lausanne, Switzerland; International Federation for Structural Concrete (fib), Comite Euro-International du Beton (CEB).URL
7 
Chen, L., Hu, Y., Ren, H., Xiang, H., Zhai, C., and Fang, Q. (2019) Performances of the RC Column under Close-in Explosion Induced by the Double-end-initiation Explosive Cylinder. International Journal of Impact Engineering 132, 103326.DOI
8 
Choi, J. S., Yang, W. J., and Yi, W. H. (2017) Shear Strength Evaluation of Reinforced Concrete Columns 1 : Variable Analysis for Code Method. Journal of the Architectural Institute of Korea (JAIK) 37(1), 687-688.URL
9 
Conrath, E. J., Krauthammer, T., Marchand, K. A., and Alakar, P. F. (1999) Structural Design of Physical Security: State of Practice. Reston, VA: American Society of Civil Engineers (ASCE).URL
10 
Cortes, C., and Vapnik, V. (1995) Support-Vector Networks. Machine Learning 20, 273-297.URL
11 
Crawford, J., Wu, Y., Choi, H. J., and Magallanes, J. M. (2013) The Importance of Shear-Dilatancy Behaviors in RC Columns. International Journal of Protective Structures 4(3), 341-377.DOI
12 
IAEA (2018) Safety Reports Series No 87, Safety Aspects of Nuclear Power Plants in Human Induced External Events: Assessment of Structures. Vienna: International Atomic Energy Agency (IAEA).URL
13 
Kim, S., Oh, K., and Shin, J. (2024a) Machine Learning-Based Rapid Prediction Method of Failure Mode for Reinforced Concrete Column. EESK Journal of Earthquake Engineering 28(2), 113-119.URL
14 
Kim, Y., Lee, K., and Shin, J. (2024b) Assessment of Ductility Demand-Based Blast Damage to Reinforced Concrete Columns under Blast Loads. Journal of Korean Society of Hazard Mitigation 24(4), 1-10.DOI
15 
Kim, Y., Park, J., To, Q. B., Lee, K., and Shin, J. (2023) Finite Element Analysis-Based Blast Performance Evaluation for Reinforced Concrete Columns with Shear and Flexure Failure Modes. Sustainability 15.DOI
16 
Kuncheva, L. I., and Whitaker, C. J. (2003) Measures of Diversity in Classifier Ensembles and Their Relationship with the Ensemble Accuracy. Machine Learning 51, 181-207.DOI
17 
Kyei, C., and Braimah, A. (2017) Effects of Transverse Reinforcement Spacing on the Response of Reinforced Concrete Columns Subjected to Blast Loading. Engineering Structures 142, 148-164.DOI
18 
Lee, S., Kim, J., Kim J., and Kim K. (2024) ANN Model for Response Correction of Structural Components Subjected to Near-Field Explosions Based on Single Degree of Freedom Analysis. Journal of the Korea Concrete Institute 36(5), 505-514.DOI
19 
Li, J., and Hao, H. (2014) Numerical Study of Concrete Spall Damage to Blast Loads. International Journal of Impact Engineering 68, 41-55.DOI
20 
Li, Z., Zhang, X., Shi, Y., Wu, C., and Li, J. (2021) Prediction of the Residual Axial Load Capacity of CFRP-Strengthened RC Column Subjected to Blast Loading Using Artificial Neural Network. Engineering Structures 242, 112519.DOI
21 
LSTC (2013) LS-DYNA Keyword User’s Manual Version 971/R7.0. Livermore, CA (US); Livermore Software Technology Corporation (LSTC).URL
22 
Malvar, L. J., and Crawford, J. E. (1998) Dynamic Increase Factors for Steel Reinforcing Bars. 28th DDESB Seminar. Orlando, US.URL
23 
Malvar, L., and Simons, D. (1996) Concrete Material Modeling in Explicit Computations. In Proceedings of the Workshop on Recent Advances in Computational Structural Dynamics and High Performance Computing. Vicksburg, MS; USAE Waterways Experiment Station. April 24-26. 1996.URL
24 
Mo, Y. L., and Wang, S. J. (2000) Seismic Behavior of RC Columns with Various Tie Configurations. Journal of Structural Engineering 126, 1122-1130.DOI
25 
Olovsson, L., and Souli, M. (2000) ALE and fluid-structure interaction capabilities in LS-DYNA. In Proceedings of the 6th International LS-DYNA Users Conference. Dearborn, MI, USA; April 9-11. 2000.URL
26 
Orton, S. L., Chiarito, V. P., Minor, J. K., and others. (2014) Experimental Testing of CFRP-Strengthened Reinforced Concrete Slab Elements Loaded by Close-in Blast. Journal of Structural Engineering 140(2), 04013060.DOI
27 
Pedregosa, F., Varoquaux, G., Gramfort, A., Michel, V., Thirion, B., Grisel, O., Blondel, M., Prettenhofer, P., Weiss, R., and Dubourg, V. (2011) Scikit-Learn: Machine Learning in Python. Journal of Machine Learning Research 12, 2825-2830.URL
28 
Schwer, L., Teng, H., and Souli, M. (2015) LS-DYNA Air Blast Techniques: Comparisons with Experiments for Close-in Charges. In Proceedings of the 10th European LS-DYNA Conference 2015. Wurzburg, Germany; 1-20.URL
29 
Shalev-Shwartz, S., and Ben-David, S. (2014) Understanding Machine Learning: From Theory to Algorithms. Cambridge University Press, Cambridge.DOI
30 
Shi, Y., Hao, H., and Li, Z. X. (2008) Numerical Derivation of Pressure-Impulse Diagrams for Prediction of RC Column Damage to Blast Loads. International Journal of Impact Engineering 35(11), 1213-1227.DOI
31 
Shi. Q., Ma. L., Wang. Q., Wang. B., and Yang. K. (2021) Seismic Performance of Square Concrete Columns Reinforced with Grade 600 MPa Longitudinal and Transverse Reinforcement Steel Under High Axial Load. In. Structures. Elsevier. 1955-1970.DOI
32 
Shin, J., and Jeon, J. (2019) Retrofit Scheme of FRP Jacketing System for Blast Damage Mitigation of Non-Ductile RC Building Frames. Composite Structures 288, 111328.DOI
33 
Siba, F. (2014). Near-field Explosion Effects on Reinforced Concrete Columns: An Experimental Investigation. Doctoral dissertation, Carleton University, Canada.DOI
34 
Slavik, T. P. (2009) A Coupling of Empirical Explosive Blast Loads to ALE Air Domains in LS-DYNA. IOP Conference Series: Materials Science and Engineering. Austria, 10, 012146.DOI
35 
UFC 3-340-02. (2014) Structures to Resist the Effects of Accidental Explosions. Unified Facilities Criteria (UFC) 3-340-02. Washington, D.C.URL
36 
Williams, C. K., and Rasmussen, C. E. (2006) Gaussian Processes for Machine Learning, Vol. 2, MIT press Cambridge, MA.URL
37 
Williams, G. D. (2009) Analysis And Response Mechanisms of Blast-Loaded Reinforced Concrete Columns. PhD thesis, University of Texas, Austin, TX, USA.URL
38 
Woodson, S. C., and Baylot, J. T. (1999) Structural Collapse: Quarter-Scale Model Experiments. Technical Report SL-99-8, US Army Engineer Research and Development Center, Vicksburg, Mississippi (US).URL
39 
Wu, K. C., Li, B., and Tsai, K. C. (2011) Residual Axial Compression Capacity of Localized Blast Damaged RC Columns. International Journal of Impact Engineering 38(1), 29-40.DOI
40 
Yan, Q. S. (2018) Damage Assessment of Subway Station Columns Subjected to Blast Loadings. International Journal of Structural Stability and Dynamics 18(3), 1850034.DOI
41 
Yuan, S., Hao, H., Zong, Z., and Li, J. (2017) A Study of RC Bridge Columns under Contact Explosion. International Journal of Impact Engineering 109, 378-390.DOI
42 
Zhang, C., Gholipour, G., and Mousavi, A. A. (2020) Blast Loads Induced Responses of RC Structural Members: State-of-the-Art Review. Composites Part B: Engineering 195, 108066.DOI
43 
Zhou, X., Huang, B., Wang, X., and Xia, Y. (2022) Deep Learning-Based Rapid Damage Assessment of RC Columns under Blast Loading. Engineering Structures 271, 114949.DOI