Dynamic Analysis of Tapered Tall Buildings with Different Tube Structural Systems

[1] Schuler, W. (1977) "High Rise Building Structures." John Wiley and Sons, New York, The United States.

[2] Scott, D., Hamilton, N., Ko, E. (2005). "Structural Design Challenges for tall buildings". Structure Magazine, 2, pp. 20-23.

[3] Ali, M., Moon, K. (2007). "Structural development tall buildings: current trends and future prospects." Architecture Science Review, 50(3), pp.205-223. https://doi.org/10.3763/asre.2007.5027

[4] Banerjee, J.R., Jackson, D.R. (2013). "Free vibration of a rotating tapered Rayleigh beam: A dynamic stiffness method of solution." Computers & Structures, 124, pp. 11-20. https://doi.org/10.1016/j.compstruc.2012.11.010

[5] Khan, F.R., Amin, N.R. (1973). "Analysis and Design of Fame Tube Structures for Tall Concrete Buildings." Structural Engineering, 51 (3), pp. 85-92.

[6] Khan, F.R. (1985). "Tubular Structures for Tall Buildings, Handbook of Concrete Engineering." Van Nostrand Reinhold, New York, The United States. https://doi.org/10.1007/978-1-4757-0857-8_11

[7] Wang, Q., (1996). Sturm-Liouville Equation for Free Vibration of a Tube-in-Tube Tall Building. Journal of Sound and Vibration, 191(9), pp.349-355. https://doi.org/10.1006/jsvi.1996.0126

[8] Siddika, A., Robiul Awall, Md., Abdullah, Md., Mamun, A., Humyra, T. (2019). "Free Vibration Analysis of Steel Framed Structures." Journal of Rehabilitation in Civil Engineering, 7)2(, pp.129-137.

[9] Liu, C., Ma, K., Wei, X., He, G., Shi, W., Zhou, Y. (2017)."Shaking table test and time-history analysis of high-rise diagrid tube structure." Periodical Polytechnical Civil Engineering, 61 (2), pp.300-312. https://doi.org/10.3311/PPci.9243

[10] Lee, W.H. (2007).  "Free vibration analysis for tube-in-tube tall buildings." Journal of sound and vibration, 303 (1-2), pp. 287-304. https://doi.org/10.1016/j.jsv.2007.01.023

[11] Lee, J., Bang, M., Kim, J.Y. (2008).  "An analytical model for high-rise wall-frame structures with outriggers", The Structural Design of Tall and Special Buildings, 17, pp. 839-51. https://doi.org/10.1002/tal.406

[12] Lee, S., Tovar, A. (2014). "Outrigger placement in tall buildings using topology optimization.” Journal of Engineering Structures,74, pp.122-129. https://doi.org/10.1016/j.engstruct.2014.05.019

[13] Ghasemzadeh, H., Rahmani Samani, H.R. (2010)."Estimating frequency of vibration for tubular tall buildings". Ohrid, Republic of Macedonia.

[14] Lee, J.W., Lee, J.Y. (2016). "Free vibration analysis using the transfer-matrix method on tapered beam." Computers& Structures, 164, pp.75-82.

[15] Park, Y.K., Kim, H.S., Lee, D.G. (2014).  "Efficient structural analysis of wall–frame structures." The Structural Design of Tall and Special Buildings, 23, pp. 740-59. https://doi.org/10.1002/tal.1078

[16] Mohammadnejad, M. (2015). "A new analytical approach for determination of flexural, axial and torsional natural frequencies of beams." Structural Engineering and Mechanics an International Journal, 55, pp. 655-74. https://doi.org/10.12989/sem.2015.55.3.655

[17] Saffari, H., Mohammadnejad, M. (2015). "On the application of weak form integral equations to free vibration analysis of tall structures." Asian Journal of Civil Engineering, 16 (7), pp. 977-99.

[18] Malekinejad, M., Rahgozar, R. (2012). "A simple analytic method for computing the natural frequencies and mode shapes of tall buildings." Journal of Applied Mathematical Modelling, 36, pp. 3419-3432. https://doi.org/10.1016/j.apm.2011.10.018

[19] Malekinejad, M., Rahgozar, R. (2014). "An analytical model for dynamic response analysis of tubular tall buildings." The Structural Design of Tall and Special Buildings, 23, pp. 67-80. https://doi.org/10.1002/tal.1039

[20] Jahanshahia, M.R., Rahgozar, R. (2012). "Free vibration analysis of combined system with variable cross section in tall buildings." Structural Engineering and Mechanics, 42 (5), pp.715-728. https://doi.org/10.12989/sem.2012.42.5.715

[21] Hoseini Vaez, S.R., Naderpour, H. and Kheyroddin, A., (2014). "The Effect of RC Core on Rehabilitation of Tubular Structures. " Journal of Rehabilitation in Civil Engineering, 2(2), pp.63-74.

[22] Bozdogan, K.B. (2009). "An approximate method for static and dynamic analysis of symmetric wall-frame buildings." The Structural Design of Tall and Special Buildings, 18 (3), pp. 279-290. https://doi.org/10.1002/tal.409

[23] Bozdogan, K.B. (2013). "Free vibration analysis of asymmetric shear wall-frame buildings using modified finite element transfer matrix method." Structural Engineering and Mechanics, 46 (1), pp. 1-17. https://doi.org/10.12989/sem.2013.46.1.001

[24] Mohammadnejad, M., Safari, H., Bagheripour, M.H. (2014). "An analytical approach to vibration analysis of beams with variable properties." Arabian Journal for Science and Engineering, 39, pp. 2561-2572. https://doi.org/10.1007/s13369-013-0898-1

[25] Safafri, H., Mohammadnejad, M., Bagheripour, (2012).  M.H. "Free vibration analysis of no prismatic beams under variable axial forces." Structural Engineering and Mechanics an International Journal, 43 (5), pp. 561-582. https://doi.org/10.12989/sem.2012.43.5.561

[26] Khulief, Y.A., Bazoun, A. (1992).  "Frequencies of rotating tapered Timoshenko beams with different boundary conditions." Computers & Structures, 42 (5), pp. 781-795. https://doi.org/10.1016/0045-7949(92)90189-7

[27] Mohammadnejad, M., Haji Kazemi, H. (2018).  "A new and simple analytical approach to determining the natural frequencies of framed tube structures." Structural Engineering and Mechanics, 65 (1), pp. 111-120. DOI: https://doi.org/10.12989/sem.2018.65.1.111

[28]  Stafford Smith, B. and Coull, A., "Tall Building Structures: Analysis and Design", Wiley, New York,
(1991).

[29] Coull, A., Smith, B. S. (Eds.). (2014). "Tall Buildings: The Proceedings of a Symposium on Tall Buildings with Particular Reference to Shear Wall Structures", Held in the Department of Civil Engineering, University of Southampton, April 1966. Elsevier.

[30] Taranath, B. S. (2016). "Structural analysis and design of tall buildings", Steel and composite construction. CRC press.

[31] Chang, P. C. (1985). "Analytical modeling of tube-in-tube structure", Journal of structural Engineering, 111(6), 1326-1337.

[32] Takabatake, H. Takesako, R. Kobayashi, M. (1998). "A simplified analysis of doubly symmetric tube structures by the finite difference method", The Structural Design of Tall Buildings, 5(2), (111-128.

[33] Meftah, S. A., & Tounsi, A. (2008). "Vibration characteristics of tall buildings braced by shear walls and thin‐walled open‐section structures", The Structural Design of Tall and Special Buildings, 17(1), 203-216.

[34] Kazaz, İ., & Gülkan, P. (2012). "An alternative frame‐shear wall model: continuum formulation", The Structural Design of Tall and Special Buildings, 21(7), 524-542.

[35] Guo, G., Chen, X., Yang, D., & Liu, Y. (2019). "Self-similar inter-story drift spectrum and response distribution of flexural-shear beam with nonuniform lateral stiffness", Bulletin of Earthquake Engineering, 17(7), 4115-4139. DOI:10.1007/s10518-019-00617-0

[36] Kwan, A.K.H. (1994).  "Simple method for approximate analysis of framed tube structures." Journal of Structure Engineering ASCE, 120 (4), pp. 1221-1239.

 [37] Kamgar, R., Rahgozar, R., Tavakoli, R. (2018).  "The best location of belt truss system in tall buildings using multiple criteria subjected to blast loading." Civil Engineering Journal, 4 (6), pp. 1338-1353. https://doi.org/10.28991/cej-0309177

 [38]  Kamgar, R., Rahgozar, R., Tavakoli, R. (2019). "Seismic performance of outrigger-braced system based on finite element and component-mode synthesis methods." Iranian Journal of Science and Technology, Transactions of Schuler, W. "High Rise Building Structures", John Wiley and Sons, New York, The United States, 1977.

 [39] Seismic Resistant Design Code of Buildings, "Standard No. 2800", (2013), Road, Housing and Urban Development Research Center, Iranian Standards and Construction Code Set, 4th Edition. Iran.

[40] ETABS, "V.18 CSI", Computer & Structures, Inc., Berkeley, California, USA,2016.

[41] MATLAB, "V.8.1", Mathworks Inc., California, USA, (2016).