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3. 1. Hong Fan a,b, Q.S. Li a,∗, Alex Y. Tuan c, Lihua Xu d, (2009) Seismic analysis of the world’s tallest building, ,Journal of Constructional Steel Research 65, 1206–1215.
   2. Hartley Gilbert and Abdel-Akher Ahmed, “Analysis of building frames” Journal of Structural Engineering, Vol. 119, No. 2, Page no:468-483, 1993
   3. PrernaNautiyal, Saleem Akhtar and GeetaBatham (2014), “Seismic response evaluation of RC Frame Building with floating column considering different soil conditions”, International Journal of Current Engineering and Technology, Volume 4, January 2014.
   4. Awkar J. C. and Lui E.M, “Seismic analysis and response of multistory semirigid frames”, Journal of Engineering Structures, Volume 21, Issue 5, Page no: 425-442, 1997
   5. Balsamoa A, Colombo A, Manfredi G, Negro P & Prota P (2005), ”Seismic behavior of a full-scale RC frame repaired using CFRP laminates”. Engineering Structures 27 (2005) 769–780.
   6. Bardakis V.G., Dritsos S.E. (2007), “Evaluating assumptions for seismic assessment of existing buildings “.Soil Dynamics and Earthquake Engineering 27 (2007) 223–233.
   7. Brodericka B.M., Elghazouli A.Y. and Goggins J, “Earthquake testing and response analysis of concentrically-braced sub-frames”, Journal of Constructional Steel Research ,Volume 64, Issue 9, Page no: 997-1007,2008.
   8. Garcia Reyes, Hajirasouliha Iman, Pilakoutas Kypros, (2010),”Seismic behaviour of deficient RC frames strengthened with CFRP composites”. Engineering Structures 32 (2010) 3075-3085