• Structural Wind Engineering Technical Papers: A collection of Papers addressing the methods and results of structural wind engineering for buildings and structures. Available from CPP

• T. M. Whalen, (1996). Probabilistic Estimates of Design Load Factors for Wind-Sensitive Structures Using the 'Peaks Over Threshold Approach NIST Technical Report 1418. Department of Commerce. U.S.A.
• Sadek, F., and Simiu, E., (2002). Peak Non-Gaussian Wind Effects for Database-Assisted Low-Rise Building Journal of Engineering Mechanics, ASCE, Vol. 128(5), pp. 530-539.
• E. Simiu and J.J. Filliben, (September 1999).Design Gust Wind Speeds in the United States Journal of Structural Engineering, pp. 1077-1080.
• Alan Heckert, Emil Simiu, and Tim Whalen, (1998).Estimates of Hurricane Wind Speeds by the 'Peaks Over Threshold' MethodJournal of Structural Engineering. Pp. 445 – 449.
• A. Main and W. A. Fritz, (2006).Database-Assisted Design for Wind: Concepts, Software, and Examples for Rigid and Flexible BuildingsNIST Science Series 180. Department of CommerceU.S.A.
• James R. McDonald and Timothy P. Marshall, ( 1983). Damage Survey Of The Tornadoes Near Altus, Oklahoma On May 11, 1982Available from Wind Science and Engineering Research Center Texas Tech University.
• Joseph E. Minor, P.E., William L. Beason, and Timothy P. Marshall, (1981).Effects of Hurricane Allen on Buildings and Coastal Construction4th National Conference on Wind Engineering Research,SeattleMonitoring the Wind-Induced Response of Tall Buildings: GPS Performance and the Issue of Multipath EffectsJournal of Wind Engineering and Industrial Aerodynamics, 95:1176-1198. Elsevier Ltd.
• Kijewski-Correa T. and Kochly M. (2007).
• Niels Jacob Tarp-Johansen, (2004).Partial Safety Factors and Characteristic Values for Combined Extreme Wind and Wave Load Effects Special Topic Conference, TU Delft 2004. Available from Risø National Laboratory, Wind Energy Department, Technical University of DenmarkWind Hazard Analysis in Hurricane-Prone Regions.Report TR110. The John A.Blume Earthquake Engineering Center Department of Civil and Environmental Engineering Stanford University.
• H.C.J. Lai and A.S. Kiremidjian, (1993).
• D. Dooms, G. Degrande, G. De Roeck, and E. Reynders, (2004).Wind induced Vibrations of Thin-WalledCylindrical Structures. ISMA2004 International Conference on Noise and Vibration Engineering, pages 781-796,Leuven Belgium
• Andreas Berneiser, and Gert Konig, (1997).Wind Loads in City Centres Demonstrated at the New Commerzbank Building in Frankfurt/Main LACER, No. 2, pp. 231-244.

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