[1] Smith, S. J.; McCann, D. M.; Kamara, M. E. “Blast Resistant Design Guide for Reinforced Concrete Structures”; Portland Cement Association, 2009.##
[2] Mays, G. C.; Hetherington, J. G.; Rose, T. A. “Response to Blast Loading of Concrete Wall Panels With Openings”; J. Struct. Eng. 1999, 125, 1448–1450.##
[3] Lok, T. S.; Xiao, J. R. “Steel Fibre Reinforced Concrete Panels Exposed to Air Blast Loading”; Proc. Inst. Civ. Eng. Build. 1999, 134, 319–331.##
[4] Mosalam, K. M.; Mosallam, A. S. “Nonlinear Transient Analysis of Reinforced Concrete Slabs Subjected to Blast Loading and Retrofitted With CFRP Composites”; Compos. Part B Eng. 2001, 32, 623–636.##
[5] Li, J.; Wu, C.; Hao, H. “Investigation of Ultra-High Performance Concrete Slab and Normal Strength Concrete Slab Under Contact Explosion”; Eng. Struct. 2015, 102, 395–408.##
[6] Wang, W.; Zhang, D.; Lu, F.; Wang, S. C.; Tang, F. “Experimental Study on Scaling the Explosion Resistance of a One-Way Square Reinforced Concrete Slab Under Close-in Blast Loading”; Int. J. Impact Eng. 2012, 49, 158–164.##
[7] Wu, C.; Oehlers, D. J.; Rebentrost, M.; Leach, J.; Whittaker, A. S. “Blast Testing of Ultra-High Performance Fibre and FRP-Retrofitted Concrete Slabs”; Eng. Struct. 2009, 31, 2060–2069.##
[8] De Silva, R. V.; Pathegama Gamage, R.; Perera, A.; Samintha, M. “An Alternative to Conventional Rock Fragmentation Methods Using SCDA: A Review”; Energies. 2016, 9, 958-989.##
[9] Luccioni, B. M.; Luege, M. “Concrete Pavement Slab Under Blast Loads”; Int. J. Impact Eng. 2006, 32, 1248–1266.##
[10] Kamgar, R.; Shams, G. R. “Effect of Blast Load in Nonlinear Dynamic Response of the Buckling Restrained Braces Core”; J. Adv. Def. Sci. Technol. 2019, 9, 107–118 (In Persian).##
[11] Lezgi, L. M.; Izadifard R. “Evaluation of Nonlinear Response of Reinforced Concrete Frames Designed According to Earthquake Codes and Subjected to Blast Loading”; J. Adv. Def. Sci. Technol. 2017, 8, 201–212 (In Persian).##
[12] Kamgar, R.; Majidi, N.; Heidarzadeh, H. “Optimum Layout of Mega Buckling-Restrained Braces to Optimize the Behavior of Tall Buildings Subjected to Blast Load”; J. Adv. Def. Sci. Technol. 2020, 11, pp. 211–230 (In Persian).##
[13] Tavakoli, R.; Kamgar, R.; Rahgozar, R. “The Best Location of Belt Truss System in Tall Buildings Using Multiple Criteria Subjected to Blast Loading,”; Civ. Eng. J. 2018, 4, 1338–1353.##
[14] Sadrnejad, S. A.; Ziaei, M. “Behavior of Beam-Column Bolted End-Plate Connections Under Blast,”; J. Adv. Def. Sci. Technol. 2013, 4, 93–101(In Persian).##
[15] Wang, W.; Zhang, D.; Lu, F.; Wang, S.; Tang, F. “Experimental Study and Numerical Simulation of the Damage Mode of Square Reinforced Concrete Slab Under Close-in Explosion”; Eng. Fail. Anal. 2013, 27, 41–51.##
[16] Jain, S.; Tiwari, R.; Chakraborty, T.; Matsagar, V. “Dynamic Response of Reinforced Concrete Wall Under Blast Loading”; Indian Concr. J. 2015, 89, 27–41.##
[17] Tavakoli, R.; Kamgar, R.; Rahgozar, R.; “Seismic Performance of Outrigger-Belt Truss System Considering Soil-Structure Interaction,”; Int. J. Adv. Struct. Eng. 2019, 11, 45–54.##
[18] Kamgar, R.; Khatibinia, M.; “Optimization Criteria for Design of Tuned Mass Dampers Including Soil-structure Interaction Effect”;Int. J. Optim. Civil Eng. 2019, 9, 213–232.##
[19] Kamgar, R.; Gholami, F.; Sanayei, H. R. Z.; Heidarzadeh, H.; “Modified Tuned Liquid Dampers for Seismic Protection of Buildings Considering Soil-Structure Interaction Effects”; Iran. J. Sci. Technol. Trans. Civ. Eng. 2020, 44, 339–354.##
[20] Heidarzadeh, H.; Kamgar, R.; “Evaluation of the Importance of Gradually Releasing Stress Around Excavation Regions in Soil Media and the Effect of Liners Installation Time on Tunneling”; Geotech. Geol. Eng. 2020, 38, 2213–2225.##
[21] Tavakoli, R.; Kamgar, R.; Rahgozar, R.; “Optimal Location of Energy Dissipation Outrigger in High-Rise Building Considering Nonlinear Soil-Structure Interaction Effects”; Period. Polytech. Civ. Eng. 2020.##
[22] Baziar, M. H.; Rabeti Moghadam, M.; Gholipour, S; “Numerical Investigation of Gravity and Reinforced Soil Wall Performance Under Blast Loading,”; J. Adv. Def. Sci. Technol. 2012, 3, 259–267 (In Persian).##
[23] Toy, A. T.; Sevim, B.; “Numerically and Empirically Determination of Blasting Response of a RC Retaining Wall Under TNT Explosive”; Adv. Concr. Constr. 2017, 5, 493–512.##
[24] GuhaRay, A.; Mondal, S.; Mohiuddin, H. H.; “Reliability Analysis of Retaining Walls Subjected to Blast Loading By Finite Element Approach”; J. Inst. Eng. Ser. A. 2018, 99, no. 95–102.##
[25] Foglar, M.; Hajek, R.; Fladr, J.; Pachman, J.; Stoller, J. “Full-Scale Experimental Testing of the Blast Resistance of HPFRC and UHPFRC Bridge Decks”; Constr. Build. Mater. 2017, 145, 588–601.##
[26] Abeysinghe, T. M.; Tanapornraweekit, G.; Tangtermsirikul, S.; Pansuk, W.; Nuttayasakul, N. “Performance of Aramid Fiber Reinforced Concrete Panels Under Blast Loads”; Fourth Asian Conf. on Defence Technology-Japan 2017, 1–6.##
[27] Yoo, D. Y.; Banthia, N. “Mechanical and Structural Behaviors of Ultra-High-Performance Fiber Reinforced Concrete Subjected to Impact and Blast”; Constr. Build. Mater. 2017, 149, 416–431.##
[28] Dusenberry, D. O. “Handbook for Blast Resistant Design of Buildings”; John Wiley & Sons, 2010.##
[29] Ngo, T.; Mendis, P.; Gupta, A.; Ramsay, J. “Blast Loading and Blast Effects on Structures: An Overview”; Electron. J. Struct. Eng. 2007, 7, 76–91.##
[30] Unified Facilities Criteria (UFC 3-340-02) “Structures to Resist the Effects of Accidental Explotions”; US Department of Defence, Washington DC. 2008.##
[31] Abaqus/Explicit V6.13. “User Manual”; Providence, RI, USA. Abaqus Inc. DS Simulia. 2013.##
[32] Kwan, A. K. H.; Chu, S. H.; “Direct Tension Behaviour of Steel Fiber Reinforced Concrete Measured by a New Test Method”; Eng. Struct. 2018, 176, 324–336.##
[33] A. C. I. Committee and I. O. for Standardization; “Building Code Requirements for Structural Concrete (ACI 318-08) and Commentary,”; 2008.##
[34] Belarbi, T. H. A.; “Constitutive Laws of Concrete in Tension and Reinforcing Bars Stiffened by Concrete,”; Struct. J. 1994, 91.##
[35] Helwany, S. “Applied Soil Mechanics With Abaqus Aapplications”; John Wiley & Sons, 2007.##
[1] Smith, S. J.; McCann, D. M.; Kamara, M. E. “Blast Resistant Design Guide for Reinforced Concrete Structures”; Portland Cement Association, 2009.
[2] Mays, G. C.; Hetherington, J. G.; Rose, T. A. “Response to Blast Loading of Concrete Wall Panels With Openings”; J. Struct. Eng. 1999, 125, 1448–1450.
[3] Lok, T. S.; Xiao, J. R. “Steel Fibre Reinforced Concrete Panels Exposed to Air Blast Loading”; Proc. Inst. Civ. Eng. Build. 1999, 134, 319–331.
[4] Mosalam, K. M.; Mosallam, A. S. “Nonlinear Transient Analysis of Reinforced Concrete Slabs Subjected to Blast Loading and Retrofitted With CFRP Composites”; Compos. Part B Eng. 2001, 32, 623–636.
[5] Li, J.; Wu, C.; Hao, H. “Investigation of Ultra-High Performance Concrete Slab and Normal Strength Concrete Slab Under Contact Explosion”; Eng. Struct. 2015, 102, 395–408.
[6] Wang, W.; Zhang, D.; Lu, F.; Wang, S. C.; Tang, F. “Experimental Study on Scaling the Explosion Resistance of a One-Way Square Reinforced Concrete Slab Under Close-in Blast Loading”; Int. J. Impact Eng. 2012, 49, 158–164.
[7] Wu, C.; Oehlers, D. J.; Rebentrost, M.; Leach, J.; Whittaker, A. S. “Blast Testing of Ultra-High Performance Fibre and FRP-Retrofitted Concrete Slabs”; Eng. Struct. 2009, 31, 2060–2069.
[8] De Silva, R. V.; Pathegama Gamage, R.; Perera, A.; Samintha, M. “An Alternative to Conventional Rock Fragmentation Methods Using SCDA: A Review”; Energies. 2016, 9, 958-989.
[9] Luccioni, B. M.; Luege, M. “Concrete Pavement Slab Under Blast Loads”; Int. J. Impact Eng. 2006, 32, 1248–1266.
[10] Kamgar,R.; Shams, G. R. “Effect of Blast Load in Nonlinear Dynamic Response of the Buckling Restrained Braces Core”; J. Adv. Def. Sci. Technol.2019, 9, 107–118 (In Persian).
[11] Lezgi, L. M.; Izadifard R. “Evaluation of Nonlinear Response of Reinforced Concrete Frames Designed According to Earthquake Codes and Subjected to Blast Loading”; J. Adv. Def. Sci. Technol. 2017, 8, 201–212 (In Persian).
[12] Kamgar,R.; Majidi, N.; Heidarzadeh, H. “Optimum Layout of Mega Buckling-Restrained Braces to Optimize the Behavior of Tall Buildings Subjected to Blast Load”; J. Adv. Def. Sci. Technol. 2020, 11, pp. 211–230 (In Persian).
[13] Tavakoli, R.; Kamgar, R.; Rahgozar, R. “The Best Location of Belt Truss System in Tall Buildings Using Multiple Criteria Subjected to Blast Loading,”; Civ. Eng. J. 2018, 4, 1338–1353.
[14] Sadrnejad, S. A.; Ziaei, M. “Behavior of Beam-Column Bolted End-Plate Connections Under Blast,”; J. Adv. Def. Sci. Technol. 2013, 4, 93–101(In Persian).
[15] Wang, W.; Zhang, D.; Lu, F.; Wang, S.; Tang, F. “Experimental Study and Numerical Simulation of the Damage Mode of Square Reinforced Concrete Slab Under Close-in Explosion”; Eng. Fail. Anal. 2013, 27, 41–51.
[16] Jain, S.; Tiwari, R.; Chakraborty, T.; Matsagar, V. “Dynamic Response of Reinforced Concrete Wall Under Blast Loading”; Indian Concr. J. 2015, 89, 27–41.
[17] Tavakoli, R.; Kamgar, R.; Rahgozar, R.;“Seismic Performance of Outrigger-Belt Truss System Considering Soil-Structure Interaction,”; Int. J. Adv. Struct. Eng. 2019, 11, 45–54.
[18] Kamgar, R.; Khatibinia, M.; “Optimization Criteria for Design of Tuned Mass Dampers Including Soil-structure Interaction Effect”;Int. J. Optim. Civil Eng. 2019, 9, 213–232.
[19] Kamgar, R.; Gholami, F.; Sanayei, H. R. Z.; Heidarzadeh, H.; “Modified Tuned Liquid Dampers for Seismic Protection of Buildings Considering Soil-Structure Interaction Effects”; Iran. J. Sci. Technol. Trans. Civ. Eng. 2020, 44, 339–354.
[20] Heidarzadeh, H.; Kamgar, R.; “Evaluation of the Importance of Gradually Releasing Stress Around Excavation Regions in Soil Media and the Effect of Liners Installation Time on Tunneling”; Geotech. Geol. Eng. 2020, 38, 2213–2225.
[21] Tavakoli, R.; Kamgar, R.; Rahgozar, R.; “Optimal Location of Energy Dissipation Outrigger in High-Rise Building Considering Nonlinear Soil-Structure Interaction Effects”; Period. Polytech. Civ. Eng. 2020.
[22] Baziar, M. H.; Rabeti Moghadam, M.; Gholipour, S; “Numerical Investigation of Gravity and Reinforced Soil Wall Performance Under Blast Loading,”; J. Adv. Def. Sci. Technol. 2012, 3, 259–267 (In Persian).
[23] Toy, A. T.; Sevim, B.; “Numerically and Empirically Determination of Blasting Response of a RC Retaining Wall Under TNT Explosive”; Adv. Concr. Constr. 2017, 5, 493–512.
[24] GuhaRay, A.; Mondal, S.; Mohiuddin, H. H.; “Reliability Analysis of Retaining Walls Subjected to Blast Loading By Finite Element Approach”; J. Inst. Eng. Ser. A. 2018, 99, no. 95–102.
[25] Foglar, M.; Hajek, R.; Fladr, J.; Pachman, J.; Stoller, J. “Full-Scale Experimental Testing of the Blast Resistance of HPFRC and UHPFRC Bridge Decks”; Constr. Build. Mater. 2017, 145, 588–601.
[26] Abeysinghe, T. M.; Tanapornraweekit, G.; Tangtermsirikul, S.; Pansuk, W.; Nuttayasakul, N. “Performance of Aramid Fiber Reinforced Concrete Panels Under Blast Loads”; Fourth Asian Conf. on Defence Technology-Japan 2017, 1–6.
[27] Yoo, D. Y.; Banthia, N. “Mechanical and Structural Behaviors of Ultra-High-Performance Fiber Reinforced Concrete Subjected to Impact and Blast”; Constr. Build. Mater. 2017, 149, 416–431.
[28] Dusenberry, D. O. “Handbook for Blast Resistant Design of Buildings”; John Wiley & Sons, 2010.
[29] Ngo, T.; Mendis, P.; Gupta, A.; Ramsay, J. “Blast Loading and Blast Effects on Structures: An Overview”; Electron. J. Struct. Eng. 2007, 7, 76–91.
[30] Unified Facilities Criteria (UFC 3-340-02) “Structures to Resist the Effects of Accidental Explotions”; US Department of Defence, Washington DC. 2008.
[31] Abaqus/Explicit V6.13. “User Manual”; Providence, RI, USA. Abaqus Inc. DS Simulia. 2013.
[32] Kwan, A. K. H.; Chu, S. H.; “Direct Tension Behaviour of Steel Fiber Reinforced Concrete Measured by a New Test Method”; Eng. Struct. 2018, 176, 324–336.
[33] A. C. I. Committee and I. O. for Standardization; “Building Code Requirements for Structural Concrete (ACI 318-08) and Commentary,”; 2008.
[34] Belarbi, T. H. A.; “Constitutive Laws of Concrete in Tension and Reinforcing Bars Stiffened by Concrete,”; Struct. J. 1994, 91.
Helwany, S. “Applied Soil Mechanics With Abaqus Aapplications”; John Wiley & Sons, 2007.
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