Kuesel, T.R. (1969) Earthquake Design Criteria for Subways. Journal of the Structural Division, ASCE, ST6,
-1231.
Hendron, A.J., Fernandez, G. (1983) Dynamic and static design considerations for underground chambers. In: Howard,T.R. (Ed.), Seismic Design of Embankments and Caverns, 157-197, New York.
Merritt, J.L., Monsees, J.E., Hendron, A.J., Jr. (1985) Seismic design of underground structures. Rapid Excavation Tunneling Conference, 1, 104-131.
St. John, C.M., Zahrah, T.F. (1987) Aseismic design of underground structures. Tunneling Underground Space Technol, 2(2), 165-197.
Wang, J.N. (1993) Seismic design of tunnels: a simple state-of-the-art design approach. Parsons Brinckerhoff, Monograph No. 7, New York.
Penzien, J., Wu, C.L. (1998) Stresses in linings of bored tunnels. Earthquake Engineering & Structural Dynamics, 27(3), 283-300.
Penzien, J. (2000) Seismically induced racking of tunnel linings. Earthquake Engineering & Structural Dynamics, 29(5), 683-691.
Nishiyama, S., Kawama, I., Muroya, K., Haya, H., & Nishimura, A. (2000) Experimental Study of Seismic Behavior of Box Type Tunnel Constructed by Open Cutting Method. Proceedings 12th World Conference on Earthquake Engineering, Auckland.
Hashash, Y.M., Hook, J.J., Schmidt, B., John, I., & Yao, C. (2001) Seismic design and analysis of underground structures. Tunnelling and Underground Space Technology, 16(4), 247-293.
Wood, J.H. (2004) Earthquake design procedures for rectangular underground structures. Earthquake Commission Research Foundation, EQC No 01/470.
Hashash, Y.M., Park, D., John, I., & Yao, C. (2005) Ovaling deformations of circular tunnels under seismic loading, an update on seismic design and analysis of underground structures. Tunnelling and Underground Space Technology, 20(5), 435-441.
Huo, H., Bobet, A., Fernandez, G., & Ramirez, J. (2006) Analytical solution for deep rectangular structures subjected to far-field shear stresses. Tunnelling and Underground Space Technology, 21(6), 613-625.
Wood, J.H. (2007) Earthquake design of rectangular underground structures. Bulletin of the New Zealand Society for Earthquake Engineering, 40(1), 1-6.
Ozcebe, A.G. (2009) A Comparative Assessment of available Methods for Seismic performance evaluation of Buried Structures. Master thesis, Middle East Technical University.
Hashash, Y.M.A., Karina, K., Koutsoftas, D., & OâRiordan, N. (2010) Seismic design considerations for underground box structures. Earth Retention Conference, 3, 620-637.
Debiasi, E., Gajo, A., & Zonta, D. (2013). On the seismic response of shallow-buried rectangular structures. Tunnelling and Underground Space Technology, 38, 99-113.
Panji, M., Kamalian, M., Asgari Marnani, J., and Jafari, M.K. (2013) Transient analysis of wave propagations problems by half-plane BEM. Geophysical Journal International, 194, 1849-1865.
Panji, M., Kamalian, M., Asgari Marnani, J. and Jafari, M.K. (2014) Analyzing Seismic Convex Topographies by a Half-plane Time-Domain BEM. Geophysical Journal International, 197(1), 591-607.
Fuentes, R. (2015) Internal forces of underground structures from observed displacements. Tunnelling and Underground Space Technology, 49, 50-66.
Jahankhah, H., Pariz, A.H., and Bastami, M. (2016) An Investigation on seismically Induced Local Distortions to Underground Rectangular 2D Cavities: The Case of Shear Wave Field of Motion With Different Incident Angles. Bulletin of Earthquake Science and Engineering, 3(1), 41-53 (in persian).
Pariz, A.H., Jahankhah, H., and Bastami, M. (2016) A Study On The Effect of Seismic Wave Incident Angle on Lining Strains Imposed to Underground Rectangular 2D Structures. Bulletin of Earthquake Science and Engineering, 3 (3), 31-47 (in Persian).
Kramer, S.L. (1996) Geotechnical Earthquake Engineering. Prentice Hall, New Jersey.