تجزیه و تحلیل دینامیکی مخازن آب بتن آرمه تحت اثر انفجار با در نظر گرفتن اندرکنش آب و سازه

   [1]      Criteria for design and calculation of groundwater tank, Journal No. 123, Office of Technical Affairs and Criteria Development Management and Planning Organization, 2013. (In Persian).##

   [2]      B. Munson, D. Young, and T. Okiishi, “Fluid Mechanics, Wiley, 2016.##

   [3]      L. M. Hoskins and L. S. Jcobsen, “Water pressure in a tank caused by simulated earthquake,” Bulletin of the seismological society of America, vol. 24, pp.   1-32, 1934.##

   [4]      G. W. Housner, “Dynamic pressures on accelerated fluid containers,” Bulletin of the seismological society of America, pp. 1-32, 1957.##

   [5]      H .I. Epstin, “Seismic design of liquid storage tanks,” J. Struct.Division –ASCE, vol. 102, pp. 1673-1659, 1976.##

   [6]      M. A. Haroun, “Dynamic analyses of liquid storage tanks,” EERL, pp. 80-104, 1980.##

   [7]      A. S. Veletsos, “Seismic response and design of liquid storage tanks,” Guidelines for the seismic, 1984.##

   [8]      US Department of Army, the Navy and Air Force, “The design of structures to resist the effects of accidental explosions,” TM-5-1300.Washington DC: NAVFAV P-397, pp. 559-920, 1990.##

   [9]      L. R. Stein, R. A. Gentry, and C. W. Hirt, “Computational simulation of transient blast loading on three-dimensional structures,” Comput. Methods Appl., vol. 11, pp. 57-74, 1977.##

[10]      M. R. Bmbach, “Design of metal hollow section tubular columns subjected to transverse blast loads,” Thin-Walled Struct., pp. 68-105, 2013.  ##

[11]      Y. Wang, J. Y. R. Liew, and S. C. Lee, “Structural performance of water tank under static and dynamic pressure loading,” Int J Impact Eng, vol. 85, pp.  110-123, 2015.##

[12]      V. Mittal, T. Chakraborty, and V. Matsagar, “Dynamic analysis of liquid storage tank under blast using coupled Euler–Lagrange formulation,” Thin Walled Struct., vol. 84, pp. 91-111, 2014.##

[13]      J. Li, H. Hao, Y. Shi, Q. Fang, Z. Li, and L. Chen, “Experimental and computational fluid dynamics study of separation gap effect on gas explosion mitigation for methane storage tanks,” Journal of Loss Prevention in the Process Industries, vol. 55, pp. 359-380, 2018.##

[14]      J. Li and H. Hao, “Far-field pressure prediction of a vented gas explosion from storage tanks by using new CFD simulation guidance,” Process Safety and Environmental Protection, vol. 119, pp. 360-378, 2018.##

[15]      R. L. Zhang, J. J. Jia, H. F. Wang, and Y. H. Guan, “Shock response analysis of a large LNG storage tank under blast loads,” KSCE Journal of Civil Engineering, vol. 9, pp. 3419-3429, 2018.  ##

[16]      K. Hu and Y. Zhao, “Numerical simulation of internal gaseous explosion loading in large-scale cylindrical tanks with fixed roof,” Thin-Walled Structures, vol. 105, pp. 16-28, 2016.##

[17]      L. Shengzhuo, W. Wang, C. Weidong, M. Jingxin, S. Yaqin, and X. Chunlong, “Behaviors of          thin-walled cylindrical shell storage tank under blast impacts,” shock and vibration, 2019.##

[18]      P. Safa, “Investigation of explosion effect on the ground tank with floating roof, shock and vibration,” Passive Defense, vol. 1, pp. 13-24, 2015. (In Persian)##

[19]      S. Yasseri, “Blast pressure distribution around large storage tanks, Blast information Group,” vol. 67, pp. 133-134, 2015.##

[20]      W. Yonghui and Z. Hongyuan, “Numerical study of water tank under blast loading,” Thin-Walled Structures, vol. 90, pp. 42-48, 2015.##

[21]      Abaqus/Explicit User's Manual, Version 2017, Dassault Systems Simulia Corporation, Providence, Rhode Island, USA, 2017.##

[22]      A. Hafez, “Seismic response of ground-supported circular concrete tanks,” Ph.D. Thesis, Graduate School of Ryerson University, 2012.##

G. R. Johnson and W. H. Cook, “Fracture characteristics of three metals subjected to various strains, strain rates, temperature sand pressures,” Int. J. Fract. Mech., vol. 21, pp. 31-48.##