Integrated wind load analysis and stiffness optimization of tall buildings with 3D modes

Author:

Chan C.M.,Huang M.F.,Kwok K.C.S.

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference23 articles.

1. A new force balance data analysis method for wind response predictions of tall buildings;Yip;J Wind Eng Ind Aerodyn,1995

2. Coupled dynamic analysis and equivalent static wind loads on buildings with three-dimensional modes;Chen;J Struct Eng ASCE,2005

3. Wind load effects and equivalent static wind loads of tall buildings based on synchronous pressure measurements;Huang;Eng Struct,2007

4. Holmes JD, Rofail A, Aurelius L. High-frequency base balance methodologies for tall buildings with torsional and coupled resonant modes. In: Proceedings of the 11th international conference on wind engineering. 2003, p. 2381–88

5. Flay GJ, Buttgereit VO, Bailey KI, Obasaju E, Brendling WJ. A comparison of force and pressure measurements on a tall building with coupled mode shapes. In: Proceedings of the 11th international conference on wind engineering. 2003, p. 2373–80

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