Multi-level optimal design of buildings with active control under winds using genetic algorithms

Author:

Li Q.S.,Liu D.K.,Fang J.Q.,Tam C.M.

Publisher

Elsevier BV

Subject

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

Reference42 articles.

1. Full-scale measurements of wind-induced response Sydney Tower;Kwok;J. Wind Eng. Ind. Aerodyn.,1983

2. Active Structural Control: Theory and Application;Soong,1990

3. Optimal design of wind-induced vibration control of tall buildings and high rise structures;Li;Wind Struct.,1999

4. V.J. Modi, J.L.C. Sun, L.S. Shupe, A.S. Solyomvari, Suppression of wind-induced instabilities using nutation dampers, Proceedings of the Indian Academy of Sciences, Vol. 4, Part 4, 1981, pp. 461–470.

5. Y. Tamura, K. Fujii et al., Wind-induced vibration of tall towers and practical applications of tuned sloshing damper, Proceedings of Symposium/Workshop on Serviceability of Buildings (Movements, Deformations, Vibrations), Ottawa, 1988, pp. 228–241.

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