Abstract
An investigation is made of the possible application of tuned liquid column dampers in reducing the wind-induced response of tall structures. The structure is modelled as a lumped mass multi-degree-of-freedom system taking into account both bending and shear. The wind excitation is modelled as a stochastic process which is stationary in time but non-homogeneous in space. The effectiveness of the proposed system is measured in terms of reduced motion and overall mass of the system. A random vibration analysis utilising transfer matrix formulation is carried out to obtain response statistics. A numerical example is presented to illustrate the effectiveness of the proposed damper system.
Original language | English |
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Title of host publication | Computational Mechanics |
Publisher | Publ by A.A. Balkema |
Pages | 249-254 |
Number of pages | 6 |
ISBN (Print) | 9054100303 |
Publication status | Published - 1 Dec 1991 |
Externally published | Yes |
Event | Proceedings of the Asian Pacific Conference on Computational Mechanics - Hong Kong, Hong Kong Duration: 11 Dec 1991 → 13 Dec 1991 |
Conference
Conference | Proceedings of the Asian Pacific Conference on Computational Mechanics |
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Country/Territory | Hong Kong |
City | Hong Kong |
Period | 11/12/91 → 13/12/91 |
ASJC Scopus subject areas
- General Engineering