[1] مؤیدیان، سید محمد؛ آنالیز سازهای منارهای تاریخی آجری ایران، پایاننامه کارشناسی ارشد، گروه عمران، دانشگاه اصفهان، 1391.
[2] Siva Konda Reddy B, Rohini Padmavathi V, Srikanth Ch (2012) Study of Wind Load Effects On Tall RC Chimneys. IJAET. 3, p.p. 92–97.
[3] John A.D, Gairola A, Ganju E, Gupta A (2011) Design Wind Loads on Reinforced Concrete Chimney – An Experimental Case Study. The Twelfth East Asia-Pacific Conference on Structural Engineering and Construction. Elsevier Applied Science, London, p.p. 1252-1257.
[4] Dryden H.L, Hill G.C (1930) Wind Presure On Cylinder and Chimneys. Int. Bureau of Standards Journal of Research, 3, p.p. 654–693.
[5] Cantieni R (2014) One-Year Monitoring of a Historic Bell Tower. 9th Int. Conference on Structural Dynamics, EURODYN 2014. Elsevier Applied Science, Porto, Portugal, p.p. 1493-1500.
[6] Carpinteri A, Invernizzi S, Lacidogna G (2005) In Situ Damage Assessment and Nonlinear Modelling of a Historical Masonry Tower. Eng. Struct. 27, p.p. 387–395.
[7] Ivorra S, Pallares F (2006) Dynamic Investigations on a Masonry Bell Tower. Eng. Struct. 28, p.p. 660–667.
[8] مبحث ششم مقررات ملی ساختمان - بارهای وارد بر ساختمان، دفتر تدوین و ترویج مقررات ملی ساختمان، تهران، 1385.
[9] مبحث ششم مقررات ملی ساختمان - بارهای وارد بر ساختمان، دفتر تدوین و ترویج مقررات ملی ساختمان، تهران، 1392.
[10] Hejazi M (1997) Historical Buildings of Iran: their Architecture and Structure. Computational Mechanics Publications (WIT Press), Southampton and Boston.
[11] Basic Analysis Guide for ANSYS 14 (2011) SAS IP Inc., New York.
[12] Hejazi M, Mehdizadeh Saradj F (2014) Persian Architectural Heritage: Form, Structure and Conservation, WIT Press, Southampton and Boston.
[13] Binda L, Fontana A, Frigerio G (1988) Mechanical Behaviour of Brick Masonries Derived from Unit and Mortar Characteristics. 8th Int. Brick and Block Masonry Conf. Elsevier Applied Science, London, p.p. 205-216.
[14] Korany Y (2003) Mechanics and Modeling of URM Structures, Proceedings of Int. Short Course on Architectural and Structural Design of Masonry, Dresden University of Technology, Dresden.
[15] Betti M., Orlando M, Vignoli A (2011) Static Behaviour of an Italian Medieval Castle: Damage Assessment by Numerical Modelling. Computers and Structures, pp. 1956-1970.
[16] Pineda P, Robador M, Gil-Marti M (2011) Seismic Damage Propagation Prediction in Ancient Masonry Structures:an Application in the Non-Linear Range Via Numerical Models. The Open Construction and Building Technology Journal, pp. 71-79.
[17] British Standard Institute - BS 6399-2 (1997) Loading for Buildings – Part 2: Code of Practice for Wind Loads, London.