[1] Poon D.C.K., Shieh S., Joseph L.M. (2004). “Structural design of Taipei 101, the world’s tallest building”. Proceedings of the CTBUH 2004, Seoul Conference, Seoul, Korea, pp. 271-278.
[2] Smith, B. S., Salim, I. (1981). “Parameter Study of outrigger-braced tall building structures”. Journal of the Structural Division, Vol. 107, No. 10, pp. 2001-2014.
[3] Taranath, B. S. (2011). “Structural Analysis and Design of Tall Buildings: Steel and Composite Construction". CRC Press, Taylor & Francis Group, London.
[4] Stafford Smith, B. and Coull, A. (1991). “Tall Building Structures: Analysis and Design”, John Willey, New York.
[5] Zhang, Z., Fu, X., Wang, J. and Wei, Y. (1996). “Studies on structural performance of ultra-high-rise building with outrigger belts”. Journal of Building Structures, Vol. 17, No. 4, pp. 2-9.
[6] Wu, J. and Li, Q. (2003). “Structural performance of multi‐outrigger‐braced tall buildings”. The Structural Design of Tall and Special Buildings, Vol. 12, No. 2, pp. 155-176.
[7] Fu, X. (1999). “Design proposal for reinforced concrete high-rise building structure with outrigger belts”. Journal of Building Structures, Vol. 10, pp. 11-19.
[8] Taranath, B.S. (1975). "Optimum belt truss location for high-rise structures". Structural Engineering, Vol. 53, No. 8, pp. 18-21.
[9] Swaddiwudhipong, S., Zhou Q., Lee S.L. (2001). “Effect of axial deformation on vibration of tall buildings”, Journal of Structural Design of Tall and Special Buildings, Vol. 10, pp. 79-91.
[10] Stafford Smith, B., Coull, A. (1991). “Tall Building Structures: Analysis and Design”, John Wiley & Sons, New York.
[11] Taranath, B.S. (1988). “Structural Analysis and Design of Tall Buildings”, McGraw Hill Book Company, New York.
[12] Hoenderkamp, J.C.D., Bakker, M.C.M. (2003). “Analysis of high-rise braced frames with outriggers”. Journal of Structural Design of Tall and Special Buildings, Vol. 12, pp. 335–350.
[13] Hoenderkamp, J.C.D. (2008). “Second outrigger at optimum location on high-rise shear wall”, Journal of Structural Design of Tall and Special Buildings, Vol. 17, pp. 619–634.
[14] Rahgozar, R., Sharifi, Y. (2009). “An approximate analysis of combined system of framed tube shear core and belt truss in high-rise buildings”. Journal of Structural Design of Tall and Special Buildings, Vol. 18, No. 6, pp. 607-624.
[15] Rahgozar, R., Ahmadi, A., Sharifi, Y. (2010). “A simple mathematical model for approximate analysis of tall buildings”. Journal of Applied Mathematical Modeling, Vol. 34, pp. 2437-2451.
[16] Fawzia, S., Nasir, A., Fatima, T. (2011). “Study of the effectiveness of outrigger system for high-rise composite buildings for cyclonic region”. International Conference on Electrical, Computer, Electronics and Communication Engineering, pp. 937-45.
[17] Malekinejad, M., Rahgozar, R. (2011). “Free vibration analysis of tall buildings with outrigger-belt truss system”. Earthquake and Structures, Vol. 2, No. 1, pp. 89-107.
[18] Malekinejad, M., Rahgozar, R. (2012). "A closed form solution for free vibration analysis of tube-in-tube systems in tall buildings", International Journal of Engineering; Transactions A: Basics, Vol. 25, No. 2, 91-99.
[19] Malekinejad, M., Rahgozar, R. (2012). "A simple analytic method for computing the natural frequencies and mode shapes of tall buildings", Applied Mathematical Modelling, Elsevier, Vol. 36, No. 8, pp. 3419-3432.
[20] Jahanshahi M. R., Rahgozar R. (2013). “Optimum location of outrigger-belt truss in tall buildings based on maximization of the belt truss strain energy”. International Journal of Engineering, Vol. 26, No. 7, pp. 693-700.
[21] Raj Kiran Nanduri, P.M.B., Suresh. B., Ihtesham Hussain M.D. (2013). “Optimum position of outrigger system for high-rise reinforced concrete buildings under wind and earthquake loadings”. American Journal of Engineering, Vol. 2, No. 8, pp. 76-89.
[22] Kamgar, R., Rahgozar, R. (2015). “Determination of optimum location for flexible outrigger systems in non-uniform tall buildings using energy method”. International Journal of Optimization in Civil Engineering, Vo. 5, No. 4, pp. 433-444.
[23] Kamgar, R., Rahgozar, R. (2016). “Determination of optimum location for flexible outrigger systems in tall buildings with constant cross section consisting of framed tube, shear core, belt truss and outrigger system using energy method”. International Journal of Steel Structures, Vol. 16, No. 3, pp. 1-8.
[24] Schueller, W. (1977). “High-Rise Building Structures”. John Wiley & Sons, New York.
[25] Kwan, A. (1994). "Simple method for approximate analysis of framed tube structures". Journal of Structural Engineering, Vol. 120, No. 4, pp. 1221-1239.
[26] Lee, K. K., Loo, Y. C., Guan, H. (2001). "Simple analysis of framed-tube structures with multiple internal tubes", Journal of Structural Engineering, Vol. 127, No. 4, 450-460
[27] Jahanshahi, M., Rahgozar, R., Malekinejad, M., (2012), "A simple approach to static analysis of tall buildings with a combined tube-in-tube and outrigger-belt truss system subjected to lateral loading". International Journal of Engineering; Transactions A: Basics, Vol. 25, No. 3, pp. 289-300.
[28] Matlab R2013a, Version 8.8.0.604, Mathworks Inc., California, USA.
[29] SAP2000 Advanced 14.0.0, Computers and Structures, Berkeley, California, USA.