Naeim F, Kelly JM. Design of Seismic Isolated Structures: From Theory to Practice. United States: John Wiley & Sons, Inc; 1999.
Taranath BS. Tall building design : steel, concrete, and composite systems. New York: Taylor & Francis Group, LLC; 2017.
Calugaro V, Panagiotou M. Earthquake Resistant and Resilient Tall Buildings using Seismic Isolation and Rocking Core Walls. Department of Civil and Environmental Engineering University of California, Berkeley; 2012.
Clark PW, Higashino M, Kelly JM, Corporation T. PERFORMANCE OF SEISMICALLY ISOLATED STRUCTURES IN THE JANUARY 17, 1994 NORTHRIDGE EARTHQUAKE. United States; 1995.
Sorace S, Terenzi G. Analysis, Design, and Construction of a Base-Isolated Multiple Building Structure. Hindawi Publishing Corporation Advances in Civil Engineering. 2014.
Probha C, Sabu B. Study of Base Isolation in MultiStoreyed Buildings. Transactions on Engineering and Sciences. 2014;2(8).
Ahmed M. Building with Base Isolation Techniques. Al-Azhar University Engineering Journal, JAUES. 2012;7(1):13.
Zhou FL, Yang Z, Liu W, Tan P. New Seismic Isolation System For Irregular Structure with The Largest Isolation Building Area in The World. 13th World Conference on Earthquake Engineering; August 1-6, 2004; Vancouver, B.C., Canada2004. p. 11.
Jain SK, Thakkar SK. Application of Base Isolation for Flexible Building. 13th World Conference on Earthquake Engineering; August 1-6, 2004; Vancouver, B.C., Canada2004. p. 13.
Komuro T, Nishikawa Y, Kimura Y, Isshiki Y. Development and Realization of Base Isolation System for High-Rise Building. journal of Advanced Concrete Technology. 2005;3(2):7.
Becker TC, Yamamoto S, Hamaguchi H, Higashino M, Nakashima M. Isolation for Tall Buildings, A Japanese Case Study. Tenth US National Conference on Earthquake Engineering; July 21-25, 2014; Anchorage, Alaska: Earthquake Engineering Research Institute; 2014. p. 10.
Sato D, Ooki Y, Morikawa H, Yamada S, Sakata H, Yamanaka H. EVALUATION OF SEISMICALLY ISOLATED TALL BUILDING BASED ON LONGTERM MONITORING. The 14th World Conference on Earthquake Engineering October 12-17; Beijing, China2008.
Li A, Yang C, Xie L, Liu L, Zeng D. Research on the Rational Yield Ratio of Isolation System and Its Application to the Design of Seismically Isolated Reinforced Concrete Frame-Core Tube Tall Buildings applied sciences. 2017:20.
Gaibaulung K, Subramanian SAV. Study of the effect of base isolation on flat slab building for multistorey building in seismic prone areas. International Research Journal of Engineering and Technology (IRJET). 2016;03(04).
Shinozaki Y, Hosozawa O, Komuro T, editors. Structural Design of Base Isolation system for Tall Building in Japan. Seoul Conference; 2004 October 10-13, 2004; Seoul Conference: CTBUH 2004 Seoul Conference.
Taylor AW. Response Control Systems in The United States and Lessons Learned from The Tohoku Earthquake. Proceedings of the International Symposium on Engineering Lessons Learned from the 2011 Great East Japan Earthquake, March 1-4; Tokyo, Japan2012. p. 12.
Nishiyama I, Okawa I, Fukuyama H, Okuda Y. Building damage by 2011 off the Pacific Coast of Tohoku Earthquake and Coping activities by NILIM and BRI collaborated with the administration. Japan: Building Research Institute (BRI) and National Institute for land & Infrastructure Mnagement (NILIM); 2012.
Saito T. Behavior of response controlled and seismically isolated buildings during severe earthquakes in Japan. Japan: Earthquake Research Institute (ERI) and Building Research Institute (BRI); 2015.
Iranian Code of Practice for Seismic Resistant Design of Buildings, 4th Edition, 2015.
Part 9, Design and Construction of Concrete Structures: 4th Edition. Iran: National Building Regulations Office
“Guide to Designin and Implementing Seismic Base Isolatorses in Buildings” Code No. 523, Iranian Biulding and Housing Reaearch Center, 2010.
“Design Guideline for Base Isolated Structures”, Code No. 550, Iranian Biulding and Housing Reaearch Center, 2010.
Kelly TE, Ltd HCG. Base Isolation of Structures. New Zealand Holmes Consulting Group Ltd; 2001 July 2001.
ASCE7-16., “Minimum Design Loads and Associated Criteria for Building and Other Structures”, American Society of Civil Engineers, Washington, 2016.
Sharifi H. Evaluation of performance level of Highrise isolated building. Khomeinishahr Branch: Islamic Azad University 2016.
 American Society of Civil Engineers. Prestandard and Commentary for the Seismic Rehabilitation of Building: FEMA 356. Washington, D.C: Federal Emergency Management Agency; 2000.
Andrew Whittaker, Michael Constantinou, Panos Tsopelas, “DISPLACEMENT ESTIMATES FOR PERFORMANCE-BASED SEISMIC DESIGN”,Journal of Structural Engineering (ASCE), Vol. 124, No. 8, pp. 905-912, 1998.
Management and Planning Organization. Instruction for Seismic Rehabilitation of Existing Building: No. 360. Iran: Office of Deputy for Technical Affairs, Technical Criteria Codification & Eartthquake Risk, Reduction Affairs Bureau, 2007.
Taghinejad R., “Seismic Design and Rehabilitation of Structures Based on Performance Level”, Ketabdaneshgahi, IRAN, 2014.