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References

1 
Angela, D. D., Magliulo, G., Celano, F., and Cosenza, C. (2021) Characterization of Local and Global Capacity Criteria for Collapse Assessment of Code-Conforming RC Buildings. Bulletin of Earthquake Engineering 19(9), 3701-3743.DOI
2 
ASCE (2010) Design of Blast-Resistant Buildings in Petrochemical Facilities. Reston, VA; American Society of Civil Engineers (ASCE).URL
3 
Biggs, J. M. (1964) Introduction to Structural Dynamics. New York: McGraw- Hill. 341.URL
4 
Crisfield, M. A. (1981) A Fast Incremental/Iterative Solution Procedure that Handles Snap-through. Computers & Structures 13(1-3), 55-62.DOI
5 
DOD (2008) Structures to Resist the Effects of Accidental Explosions (UFC 3-340-02). Washington DC: U.S. Department of Defence (DOD).URL
6 
Fang, C., Yosef, T. Y., Linzell, D. G., and Rasmussen, J. D. (2021) Residual Axial Capacity Estimates for Bridge Columns Subjected to Combined Vehicle Collision and Air Blast. Journal of Bridge Engineering 26(7), 04021035.DOI
7 
Geng, S., Wei, Y., and Wang, W. (2021) Dynamic Increase Factor of an Equivalent SDOF Structural System for Beams with Different Support Conditions under Conventional Blast Loading. Journal of Engineering Mechanics 147(4), 06021002.DOI
8 
KCI (2022) Concrete Structural Bending and Compression Design Standard (KDS 14 20 20). Sejong, Korea, Ministry of Land, Infrastructure and Transport (MOLIT), Korea Concrete Institute (KCI). (In Korean)URL
9 
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
10 
Lee, S. H., Kim, J. M., Kim, J., H., and Kim, K. S. (2024) ANN Model for Response Correction of Structural Components Subjected to Near-Field Explosions Based on Single Degree of Freedom Analysis. Journal of Korea Concrete Institute 36(5), 505-514. (In Korean)DOI
11 
Liu, X., Gernay, T., Li, L. Z., and Lu, Z. D. (2021) Seismic Performance of Post-fire Reinforced Concrete Beam-column Joints Strengthened with Steel Haunch System. Engineering Structures 234, 111978.DOI
12 
Liu, Y., Yan, J. B., and Huang, F. L. (2018) Behavior of Reinforced Concrete Beams and Columns Subjected to Blast Loading. Defence Technology 14(5), 550-559.DOI
13 
Low, H. Y., and Hao, H. (2002) Reliability Analysis of Direct Shear and Flexural Failure Modes of RC Slabs under Explosive Loading. Engineering Structures 24(2), 189-198.DOI
14 
Mai, V. C., Luu, X. B., Dao, C. B., and Le, D. V. (2021) Investigate the Structural Response of Ultra High Performance Concrete Column under the High Explosion. Defence Science Journal 71(2), 256-264.URL
15 
McKenna, F. T. (1997) Object-Oriented Finite Element Programming: Frameworks for Analysis, Algorithms and Parallel Computing. Ph.D. Thesis. University of California.URL
16 
Nickerson, J. M., Trasborg, P. A., Naito, C. J., Newberry, C. M., and Davidson, J. S. (2015) Finite Element Assessment of Methods for Incorporating Axial Load Effects into Blast Design SDOF Analyses of Precast Wall Panels. Journal of Performance of Constructed Facilities 29(5), B4014006.DOI
17 
Popovics, S. (1973) A Numerical Approach to the Complete Stress-Strain Curve of Concrete. Cement and Concrete Research 3(5), 583-589.DOI
18 
Thairy, H. A. (2016) A Modified Single Degree of Freedom Method for the Analysis of Building Steel Columns Subjected to Explosion-Induced Blast Load. International Journal of Impact Engineering 94, 120-133.DOI
19 
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).DOI
20 
Yang, F., Ke, Z., Feng, W., Li, X., Chen, S., and Li, H. (2024) Effects of Crumb Rubber Particles on The Dynamic Response of Reinforced Concrete Beams Subjected to Blast Loads. Engineering Structures 300, 117181.DOI