This paper presents how soil}structure interaction a!ects the seismic performance of Tuned Mass Dampers (TMD) when installed on #exibly based structures. Previous studies on this subject have led to inconsistent conclusions since the soil and structure models employed considerably di!er from each ot
Structure–fluid interaction model of tuned liquid dampers
✍ Scribed by W. Kanok-Nukulchai; B. T. Tam
- Publisher
- John Wiley and Sons
- Year
- 1999
- Tongue
- English
- Weight
- 429 KB
- Volume
- 46
- Category
- Article
- ISSN
- 0029-5981
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✦ Synopsis
A Lagrangian displacement-based #uid element has been developed to model large amplitude free surface motion of nearly incompressible viscous #uids in a tank of rectangular cross-section under dynamic excitation for tuned liquid damper applications. The penalty method is employed to enforce the nearly incompressible characteristic of #uids considering the non-linear e!ect of "nite distortion of zero-shear and low-viscous #uid elements. The e!ectiveness of the proposed model was veri"ed by experimental results from the literature. The results show that the proposed non-linear #uid element can predict non-linear behaviours of large amplitude sloshing due to dynamic excitation, especially at near-resonant region. The proposed #uid element can be conveniently incorporated into any existing general-purpose "nite element program to serve as an e!ective tool for the analysis and design of tuned liquid dampers.
📜 SIMILAR VOLUMES
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