[1] Davenport A.G. (1967), “Gust loading factors”; Journal of the Structural Division, ASCE, 93, 11-34
[2] Vickery B.J, (1970) ;“On the reliability of gust loading factors”; Proc., Technical Meeting Concerning Wind Loads on Buildings and Structure, 30 , 296–312.
[3] Solari, G. (1993a), “Gust buffeting. I: Peak wind velocity and equivalent pressure”; Journal of Structural Engineering, 119(2) , 365–382.
[4] Solari G. (1993b), ‘‘Gust buffeting. II: Dynamic along-wind response’’; Journal of Structural Engineering, 119(2), 383–397.
[5] Menon D. and Rao S. (1997), “Estimation of along-wind moments in RC chimneys”, Engineering Structures, 19(1), 71 78.
[6] Kijewski T., and Kareem A. (1998), “Dynamic wind effects: A comparative study of provisions in codes and standards with wind tunnel data”; Wind and Structures An International Journal, 1(1) 77–109.
[7] Zhou Y., Kijewski T., and Kareem A. (2002), “Along-wind load effects on tall buildings: Comparative study of major international codes and standards”; Journal of Structural Engineering, ASCE , 128, 788–96.
[8] Kwon D.K. and Kareem A. (2013), “Comparative study of major international wind codes and standards for wind effects on tall buildings”; Engineering Structures, 51 23–35
[9] Vickery B.J. and Clarke A.W. (1972), "Lift or across-wind response of tapered stacks"; Journal of the Structural Division, 98, 1-20.
[10] Vickery B.J. and Basu R.J. (1983), “Across-wind vibrations of structures of circular cross-section. part I. development of a mathematical model for two-dimensional conditions”; Journal of Wind Engineering and Industrial Aerodynamics, 12, 49-73
[11] Vickery B.J. and Basu R.I. (1984), “The response of reinforced concrete structures to vortex shedding”; Journal of Structural Engineering, 6, 324-333.
[12] Menon D. and Rao S. (1997), “Uncertainties in codal recommendations for across-wind load analysis of R/C chimneys”; Journal of Wind Engineering and Industrial Aerodynamics, 72, 455-468
[13] Arunachalam,S. (2014) , “A method for prediction of across-wind response of tall circular concrete chimneys.”; J.Wind and Engineering, 11(1) 23–39.
[14] Arunachalam S., Lakshmanan N. (2015), “Across-wind response of tall circular chimneys to vortex shedding”; Journal of Wind Engineering and Industrial Aerodynamics, 145 187–19
[15] Wang Ch., Lü Z., Tu Y. ( 2011) , “ Dynamic Responses of Core-Tubes with Semi-Flexible Suspension Systems Linked by Viscoelastic Dampers under Earthquake Excitation”; Advances in Structural Engineering, 14(5, 801-813.
[16] Zhang X., Qin X., Cherry S., Lian L., Zhang J., Jiang J. (2009), “ A New Proposed Passive Mega-Sub Controlled Structure and Response Control”; Journal of Earthquake Engineering, 13, 252–274.
[17] Zhang X., Zhang J. L., Wang D., Jiang J. S. (2005) , “Controlling characteristics of passive mega-sub controlled frame subjected to random wind loads”; Journal of engineering mechanics, 131(10), 1046–1055.
[18] Wu1 J. C. and Yang J. N. (1998), “Active control of transmission tower under stochastic wind”; Journal of Structural Engineering, 124(2), 1302-1312.
[19] Paz M. (1991), “Structural Dynamics”, Van Nostrand Reinhold, New York, USA.
[20] Preumont A. (1994), “Random vibration and spectral analysis”, Kluwer academic publishers, Dordrect.
[21] National Research Council (NRC) (2010). National building code of Canada, Ottawa (Canada): Associate Committee on the National Building Code, National Research Council.
[22] Simiu E., & Scanlan R. H. (1996), “Wind effects on structures: Fundamentals and applications to design”; New York: Wiley.
)