[1] Peck, R.B., Hendron, A.J., Mohraz, B., 1972. State of the art in soft ground tunneling. Proceedings of the Rapid Excavation and Tunneling Conference. American Institute of Mining, Metallurgical and Petroleum Engineers, New York
[2] Kuribayashi, E., Iwasaki, T., Kawashima, K., 1974. Dynamic behavior of a subsurface tubular structure. Proceedings of the Fifth Symposium on Earthquake Engineering. India
[3] Owen, G.N. Scholl, R.E. 1981. Earthquake engineering of large underground structures. Report no. FHWA_RD80_195. Federal Highway Administration and National Science Foundation.
[4] Wang, J.N. 1993. Seismic Design of Tunnels: A State-ofthe-Art Approach, Monograph, monograph 7. Parsons, Brinckerhoff, Quade and Douglas Inc, New York.
[5] Hashash, Y. M. A. Hook, J. J. Schmidt, B. & Yao, J. I-C. (2001). Seismic Design and Analysis of Underground Structure. Tunnelling and Underground Space Technology,16(4) 247-293 .
[6] Liu, H. Dynamic analysis of subway structures under blast loading. Geotechnical and Geological Engineering (2009)27. 699-711.
[7] Yubing Yang and X. Xie and R.Wang.Journal of Rock Mechanics and Geotechnical Engineering. 2010, 2 (4): 373–384
[8] R. Tiwari, T. Chakraborty and V. Matsagar. Dynamic Analysis OF Underground Tunnles Subjected to Internal Blast Loading. 6th European Conference on Computational Fluid Dynamics (ECFD VI). 2013.
[9] Peyman, S, Soblestan, H, Analysis of Underground Tunnels in Explosion Loading Based on Peak Particle Velocity, Advanced Defence Sci. & Tech. 2017, 4, 45-50, No. 1, Imam Hossein University, (In Persian).
[10] Peyman, S, Akbari, A, Analysis and Design of the Underground Structures under Blast Loading, Advanced Defense Sci. & Tech. 2014, 2, 1-12,, Imam Hossein University, (In Persian).
[11] Peyman, S, Parsa, M, Analysis of the Surface Impact Effects on Underground Tunnels, Defense Science Journal, No. 29, Imam Hossein University, (In Persian).
[12] Bangash, M. Y. H. “Impact and Explosive Analysis and design”. Press: C.R.C., 1993
[13] Bulson, P. S. “Explosive Loading of Engineering Structures”; E & FN SPON, 1997.
[14] Smith, P. D.; Hetherington, J. G. “Blast and Ballistic Loading of Structures”; Butterworth-Heinemann Ltd., Linacre House, Jordan Hill, Oxford OX2 8DP, 1994.
[15] Taghinezhad, R, “Seismic Design and Rehabilitation of Structures Based on Performance Level”,ketabe Daneshkahi Publications, 2015, (In Persian).
[16] ASCE. (2000). FEMA 356 Prestandard: Prestandard and Commentary for the Seismic Rehabilitation of Buildings. Washington, D. C.: Federal Emergency Management Agency.
[17] SAP2000 14.2.2; “Static and Dynamic Finite Element Analysis of Structures”; Berkeley, California, Computers and Structures Inc., 2010.
[18] FEMA 273, 1997, ‘’SEISMIC REHABILITATION OF BUILDINGS’’ October 1997 Washington, D.C.
[19] Chopra, A, “Dynamics of Structures”; Elmo Adab Publications, 6th edition, 2009, (In Persian).
[20] Unag, C. M., “Establishing R (or Rw) & Cd Factor for Building Seismic Provisions,” Journal of Structural Engineering, Vol. 117, No. 1, pp. 19-28, 1991
[21] Momenzadeh, M.R, Mansoori, M.R, Aziminejad, A, Determination of the Racking Reduction Factor for an
Incomplete Ellipse Shaped Tunnel Considering the SoilStructure Interaction, Tunneling & Underground Space Engineering Journal, 2014, Shahrood University, (In Persian).
[22] Instruction for Seismic Rehabilitation of Existing Buildings, No.360, Islamic Republic of Iran Management and Planning Organization, Technical Criteria Codification & Earthquake Risk Reduction Affairs Bureau,2007.
[23] ATC. (1995). ATC-19: Structural Response Modification Factors. Redwood City: Applied Technology Council
[24] Krawinkler, H. and Nassar, A. A., 1992, Seismic design based on ductility and cumuhative damage demands and capacities, in Nonlinear Seismic Analysis and Design of Reinforced Concrete Buildings, P.Fajfar and H. Krawinkler, Eds., Elsevier Applied Science, New York.
[25] Unal, E. ‘’Design Guidelines and Roof Control Standards for Coal Mine Roofs,’’ Ph.D. thesis, Pennsylvania State University Park, 1983, 355 PP.
[26] I.T.A. Working Group 2. ‘’Guidelines for the Design of shield Tunnel lining’’ Tunnelling and Underground Space Tech. Vol. 15, No. 8, pp. 303-331, 2000.
[27] “Engineering and Design Tunnels and Shafts in Rock”; EM 1110-2-2901, Dep’t. of the Army, U.S. Army Corps of Eng.Washington, DC 20314-1000, 1997
[28] Salehzadeh, H, “Engineering and design tunnels and shafts in rock”, Khatam-al Anbiya Publications-Ghorbe Noah, 2008, (In Persian)
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