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[5]      ASCE. (2000). FEMA 356 Prestandard: Prestandard and Commentary for the Seismic Rehabilitation of Buildings. Washington, D. C.: Federal Emergency Management Agency. https://law.resource.org/pub/us/code/bsc.ca.gov/sibr/gov.fema.fema356.pdf.

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[8]      FHWA. (2009). Technical Manual for Design and Construction of Road Tunnels-Civil Elements. Publication No.: FHWA-NHI-10-034. Washington, D. C.: National Highway Institute-US Departement of Transportation- Federal Highway Administration.  http://www.fhwa.dot.gov/bridge/tunnel/pubs/nhi09010/tunnel_manual.pdf.

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[11]   Mwafy, A. M., & Elnashi, A. S. (2002). Calibration of Force Reduction Factors of RC Buildings. Journal of Earthquake Engineering, 6(2), 239-273. http://dx.doi.org/10.1080/13632460209350416.

[12]   ICC-IBC. (1999). International Building Code. Sanfrancisco: International Code Council Inc. ISBN:978-1-58001-725-1. https://law.resource.org/pub/us/code/ibr/icc.ibc.2009.pdf.

[13]   Kolymbas, D. (2008). Tunnelling and Tunnel Mechanics: A Rational Approach to Tunnelling. Springer. ISBN: 978-3-540-25196-5.

[14]   Das, B. M. (1993). Principles of Soil Dynamics. (M. Thomas, Ed.) Boston: PWS-Kent Publishing Company. ISBN: 0-534-93129-4.

[15]   Seed, H. B., Wong, R. T., Idriss, I. M., & Tokimatsu, K. (1986). Moduli and Damping Factors for Dynamic Analysis of Cohesionless Soils. Journal of Geotechnical Engineering, 112(11), 1016-1032. http://dx.doi.org/10.1061/(ASCE)0733-9410(1986)112:11(1016).

[16]   Chopra, A. K. (1995). Dynamics of Structures: Theory and Applications to Earthquake Engineering. (B. Stenquist, Ed.) USA: Prentice Hall/Pearson Education. ISBN: 0-13-855214-2.

[17]   Asheghabadi, M. S., & Matinmanesh, H. (2011). Finite Element Seismic Analysis of Cylindrical Tunnel in Sandy Soils with Consideration of Soil-Tunnel Interaction. Procedia Engineering (The Proceedings of the Twelfth East Asia-Pacific Conference on Structural Engineering and Construction-EASEC12), 14, 3162-3169. http://dx.doi.org/10.1016/j.proeng.2011.07.399.

[18]   باباگلی، ر. (1390). ارزیابی ظرفیت در تحلیل و طراحی تونل‌های متروی شهری تحت اثر امواج لرزه‌ای. پایان‌نامه‌ی کارشناسی‌ارشد، دانشکده‌ی مهندسی عمران، دانشگاه سمنان.

[19]    سازمان مدیریت و برنامه‌ریزی کشور. (1385). دستورالعمل بهسازی لرزه‌ای ساختمان‌های موجود. نشریه‌ی شماره‌ی 360. معاونت امور فنی، تدوین معیارها و کاهش خطرپذیری ناشی از زلزله. http://aut.ac.ir/miscellaneous/Code360.pdf.

[20]   ﻣﻌﺎوﻧﺖ ﺑﺮﻧﺎﻣﻪﺭﯾﺰی و ﻧﻈﺎﺭﺕ ﺭﺍﻫﺒﺮﺩی ﺭﯾﯿﺲ ﺟﻤﻬﻮﺭ. (1388). تفسیر دستورالعمل بهسازی لرزه‌ای ساختمان‌های موجود. ویرایش اول. نشریه‌‌ی شماره‌ی 361. ﻣﻌﺎوﻧﺖ ﻧﻈﺎﺭﺕ ﺭﺍﻫﺒﺮﺩی. http://www.tanbakoochi.com/File/www.tanbakoochi.com-Code361.pdf.