1-
[1] Huntington, C.G. (2012). Tensile Fabric Structures (Design, Analysis, and Construction)”. American Society of Civil Engineers.
[2] Guigliano, P. (2009). “Technical Guideline To Permanent Tensile Architectures”. Mehler Texnologies, First Edition.
[3] Ogawa, T., Nakayama, M., Murayama, S., and Sasaki, Y. (1991). “Characteristics of wind pressures on basic structures with curved surfaces and their response in turbulent flow”, Journal of Wind Engineering and Industrial Aerodynamics, vol. 38, pp. 427-438.
[4] Sykes, D. M. (1998). “Wind loading tests on models of two tension structures for EXPO'92, Seville”, Journal of Wind Engineering and Industrial Aerodynamics, vol. 52, pp. 371-383.
[5] Haedrich, Daniel (1999). “An Exploration of the Design of a Portable Tensile Membrane Structure in a High Wind Environment”, Dalhousie University, Master Thesis.
[6] Sivaprasad, N. (2006). “Wind Design of Fabric Structures Determination of Gust Factors for Fabric Structures”, University of Southern California, Thesis.
[7] Rank, E., Halfmann, D.S., Gluck, M., Breuer, M., Durst, F., Kaiser, U., Bergmann, D. and Wagner, S. (2005). “Wind Loads on Lightweight Structures: Numerical Simulation and Wind Tunnel Tests”, GAMM-Mitteilungen, Vol. 28, No. 1, pp. 73-89.
[8] Nagai, Y., Okada, A., Miyasato, N. and Saitoh, M. (2011). “Wind Tunnel Tests on the Horn-Shaped Membrane Roof”. Wind Tunnels
and Experimental Fluid Dynamics Research: InTech, p. 724.
[9] Nagai, Y., Okada, A., Miyasato, Masao Saitoh, N., and Matsumoto, R., (2013) “Wind Tunnel Tests on Horn-Shaped Membrane Roof Under the Turbulent Boundary Layer”, in Wind Tunnel Designs and Their Diverse Engineering Applications, N. A. Ahmed, Ed.: InTech, p. 228.
[10] Snæbjörnsson, J.TH. (2002). “Full and Model Scale Study of Wind Effects on a Medium-Rise Building in a Build Up Area”. Norwegian University of Science and Technology, Doctoral Thesis.
[11] Blazek, J. (2001). “Computational Fluid Dynamics: Principles and Applications”. Elsevier Science Ltd.
[12] Masatsuka, K. (2013). “I Do Like CFD”. Lulu.com, Vol. 1, 2nd edition.
[13] Matthews, L.A., Greaves, D.M. and Williams, C.J.K. (2006). “Numerical Simulation of Seprated Flow over Flexible Structural Membranes”. European Conference on Computational Fluid Dynamics, Delft, Netherland.
[14] (2010). “National Building Code of Canada”. National Research Council of Canada, Institute for Research in Construction.
[15] Braun, A. L. and Awruch, A. M. (2009). “Aerodynamic and aeroelastic analyses on the CAARC standard tall building model using numerical simulation”. Computers and Structures, Vol. 87, pp. 564–581.
[16] Huang, Sh., Li, Q. S. and Xu, Sh. (2007). “Numerical evaluation of wind effects on a tall steel building by CFD”. Journal of Constructional Steel Research, Vol. 63, pp. 612–627.
[18] Roy, A. K., Verma, S. K., Lather, S. and Sood., M. (2014). “ABL airflow through CFD simulation on tall building of square plan shape”. 7th National Conference on Wind Engineering (NCWE 2014), pp. 174-183.
[19] Dagnew, A. K. and Bitsuamlak, G. T. (2010). “LES evaluation of wind pressures on a standard tall building with and without a neighboring building”. The Fifth International Symposium on Computational Wind Engineering (CWE2010).