Wind-induced dynamics and loads in a prismatic slender building: A modal approach based on unsteady pressure measurements

Author:

Rosa L.,Tomasini G.,Zasso A.,Aly A.M.

Publisher

Elsevier BV

Subject

Mechanical Engineering,Renewable Energy, Sustainability and the Environment,Civil and Structural Engineering

Reference46 articles.

1. Aerodynamic Loads Database, 2008 〈http://aerodata.ce.nd.edu/〉.

2. Aly, A. M., Resta, F., Zasso, A., 2011a. Tall Buildings Under Multidirectional Winds: Response Prediction and Reduction, Wind Tunnels and Experimental Fluid Dynamics Research. Dr. Jorge Colman Lerner and Dr. Ulfilas Boldes Edition.

3. Aly, A.M., Zasso, A., Resta, F., 2011b. Dynamics and control of high-rise buildings under multidirectional wind loads. Smart Materials Research.

4. On the dynamics of a very slender building under winds: response reduction using mr dampers with lever mechanism;Aly;Structural Design of Tall and Special Buildings,2011

5. American Society of Civil Engineers 7-02, 2003. Minimum Design Loads for Buildings and Other Structures. Reston, VA.

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