[1] Sielicki, P. W. “Masonry Failure Under Unusual Impulse Loading”; Wydawnictwo Politechniki PoznaĹ, Skiej, 2013.
[2] Wu, C.; Hao, H.; Lu, Y. ”Dynamic Response and Damage Analysis of Masonry Structures and Masonry Infilled RC Frames to Blast Ground Motion”; Eng. Struct. 2005, 27, 323-333.
[3] Wei, X.; Stewart, M. G. ”Model Validation and Parametric Study on the Blast Response of Unreinforced Brick Masonry Walls”; Int. J. Impact. Eng. 2010, 37, 1150-1159.
[4] Meyer, M. C. S. ”Development of Brick and Mortar Material Parameters for Numerical Simulations”; Proc. Soc. Exp. Mech. 2011, 1, 351-359.
[5] Gebbeken, N.; Linse, T.; Araújo, T. ”Masonry Under Dynamic Actions - Experimental Investigations, Material Modeling and Numerical Simulations”; Advances in Protective Structures Research, Taylor & Francis Group, 2012.
[6] Chen, L.; Fang, Q.; Hao, H.; Hong, J. ”Calibration and Discussion of Parameters of Mat_72Rel3 Constitutive Model on Clay Brick and Mortar Materials”; Proc. of 15th Int. Sym. on the Interaction of the Effects of Munitions with Structures, 2013.
[7] Chen, L.; Fang, Q.; Fan, J.; Zhang, Y.; Hao, H.; Lio, J. ”Responses of Masonry Infill Walls Retrofitted With CFRP, Steel Wire Mesh and Laminated Bars to Blast Loadings”; Adv. Struct. Eng. 2014, 17, 817-836.
[8] Ma, G.; Hao, H.; Lu, Y. ”Homogenization of Masonry Using Numerical Simulations”; J. Eng. Mech. 2001, 127, 421-431.
[9] Wu, C.; Hao, H. ”Derivation of 3D Masonry Properties Using Numerical Homogenization Technique”; Int. J. Numer. Method. Eng. 2006, 66, 1717-1737.
[10] Milani, G.; Lourenço, P. B.; Tralli, A. ”Homogenized Rigid-Plastic Model for Masonry Walls Subjected to Impact”; Int. J. Solids Struc. 2009, 46, 4133-4149.
[11] Wei, X.; Hao, H. ”Numerical Derivation of Homogenized Dynamic Masonry Material Properties with Strain Rate Effects”; Int. J. Imp. Eng. 2009, 36, 522-536.
[12] Lourenço, P. B.; Hashemi, S.; Pereira, J. M. ”A Constitutive Three-Dimensional Interface Model for Masonry Walls Subjected to High Strain Rates”; 12th Int. Conf. Com. Struct. Tech. Cst. 2014, 1-15.
[13] Rafsanjani, S. H.; Lourenço, P. B.; Peixinho, N. “Analysis of Masonry Walls Subjected to High Strain Rate Out-of-Plane loads with a Rate Dependent Interface Model”; 9th Int. Mas. Conf. 2014.
[14] Rafsanjani, S. H.; Lourenço, P. B.; Peixinho, N. ”Dynamic Interface Model for Masonry Walls Subjected to High Strain Rate Out-of-Plane Loads”; Int. J. Imp. Eng. 2015, 76, 28-37.
[15] Formica, G.; Sansalone, V.; Casciaro, R. ”A Mixed Solution Strategy for the Nonlinear Analysis of Brick Masonry Walls”; Comput. Methods Appl. Mech. Eng. 2002, 191, 5847-5876.
[16] Hamed, E.; Rabinovitch, O. ”Nonlinear Dynamic Behavior of Unreinforced Masonry Walls Subjected to Out-of-Plane Loads”; J. Struct. Eng. 2008, 134, 1743-1753.
[17] Macorini, L.; Izzuddin, B. ”Nonlinear Analysis of Unreinforced Masonry Walls under Blast Loading Using Mesoscale Partitioned Modeling”; J. Struct. Eng. 2014, 140, A4014002.
[18] Wei, X. Y.; Huang, T.; Li, N. “Numerical Derivation of Pressure-Impulse Diagrams for Unreinforced Brick Masonry Walls”; Adv. Mater. Res. 2012, 1435-1439.
[19] Ahmad, S.; Elahi, A.; Pervaiz, H.; Rahman, A.; Barbhuiya, S. ”Experimental Study of Masonry Wall Exposed to Blast Loading”; Mater. Construcc. 2014, 64, 007.
[20] Keys, R.; Clubley, S. K. ”Modelling Debris Distribution of Masonry Panels Subject to Blast Loads Using Experimental &Applied Element Methods”; 15th Int. Sym. Interaction Effects Munition, 2013.
[21] Varma, R.; Tomar, C. P. S.; Parkash, S.; Sethi, V. S. ”Damage to Brick Masonry Panel Walls Under High Explosive Detonations”; Session, Structures under extreme loading conditions ASME-Publications-PVP, 1996, 351, 207-216.
[22] Eamon, C. D.; Baylot, J. T.; O’Daniel, J. L. ”Modeling Concrete Masonry Walls Subjected to Explosive Loads”; J. Eng. Mech. 2004, 130, 1098-1106.
[23] Hao, H.; Ma, G. ”Numerical Simulation of Underground Explosions and their Effects on Surface Structures”; Technical Report, 1997.
[24] Riedel, W.; Fischer, K.; Kranzer, C.; Erskine, J.; Cleave, R.; Hadden, D.; Romani, M. ”Modeling and Validation of a Wall-Window Retrofit System Under Blast Loading”; Eng. Struct. 2012, 37, 235-245.
[25] Akhaveissy, A.; Desai, C.; Sadrnejad, S.; Shakib, H. ”Implementation and Comparison of a Generalized Plasticity and Disturbed State Concept for the Load-Deformation Behavior of Foundations”; Sci. Iran. Trans. A. 2009, 16, 189-198.
[26] Akhaveissy, A. ”Evaluation of Tunnel-Structure Interaction due to Strong ground movement”; Ph. D. Thesis, Civil Engineering Department, Tarbiat Modares University, Tehran, Iran, 2007.
[27] Akhaveissy, A. “Analysis of Tunnel and Super Structures for Excavation”; Sci. Iran. 2011,18, 1-8.
[28] Cooper, P. W. ”Explosives Engineering”; VCH Pub, 1996.
[29] Jayasinghe, L. B.; Thambiratnam, D.; Perera, N.; Jayasooriya, J. ”Blast Response and Failure Analysis of Pile Foundations Subjected to Surface Explosion”; Eng. Fail. Anal. 2014, 39, 41-54.
[30] Saleh, M.; Edwards, L. ”Evaluation of Soil and Fluid Structure Interaction in Blast Modelling of the Flying Plate Test”; Comput. Struct. 2015, 151, 96-114.
[31] Neuberger, A.; Peles, S.; Rittel, D. ”Scaling the Response of Circular Plates Subjected to Large and Close-Range Spherical Explosions. Part II, Buried Charges”; Int. J. Imp. Eng. 2007, 34, 874-882.
[32] Tian, L.; Li, Z. X. ”Dynamic Response Analysis of a Building Structure Subjected to Ground Shock From a Tunnel Explosion”; Int. J. Imp. Eng. 2008, 35, 1164-1178.
[33] Fox, D.; Huang, X.; Jung, D.; Fourney, W.; Leiste, U.; Lee, J. ”The Response of Rmall Rcale Rigid Targets to Shallow Buried Explosive Detonations”; Int. J. Imp. Eng. 2011, 38, 882-891.
[34] Balsara, J. P. ”Blast Loaded Buried Arches”; J. Eng. Mech. 1970, 96, 1-16.
[35] Gui, M.; Chien, M. ”Blast-Resistant Analysis for a Tunnel Passing Beneath Taipei Shongsan Airport – A Parametric Study”; Geot. Geol. Eng. 2006, 24, 227-248.
[36] TM 5-1300, Navy NAVFAC P-397, Air Force AFR 88-22 ”Structures to Resist the Effects of Accidental Explosions”; 1990.
[37] Soheyli, M. R.; Akhaveissy, A.; Mirhosseini, S. ”Large-Scale Experimental and Numerical Study of Blast Acceleration Created by Close-In Buried Explosion on Underground Tunnel Lining”; Shock Vib. 2016, 9 Pages.
[38] Hyde, D. “User’s Guide for Microcomputer Program CONWEP, Application of TM5-855-1, Fundamentals of Protective Design for Conventional Weapons”; Instructional Rep. No. SL-88, 1992, 1.