Passive tuned liquid damper for structural control /
are properly designed. Interaction of TLD with SDOF model has
| Main Author: | |
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| Format: | Thesis eBook |
| Language: | English |
| Published: |
[Place of publication not identified] :
[publisher not identified] ;
1994.
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| Subjects: | |
| Online Access: | Link to OAKTrust copy |
| Summary: | are properly designed. Interaction of TLD with SDOF model has based on the transfer function method, the interaction of TLD been assessed by various ways. Some optimal design been performed. Effectiveness of TLD under harmonic and been simulated. The use of a transfer function to describe building response to earthquake has been observed. domain. Experimental results confirmed that TLD is effective In the last two decades, structural control concepts have Liquid Damper(TLD) in this thesis. Extensive experiment have parameters has been surveyed. TLD control mechanism has been random excitation has been investigated. TLD damping has received considerable attention for the design of large civil simulate the interaction has been proposed. The simulated structures. Particular attention has been paid in Tuned studied by curve fitting technique in time domain and Laplace the slosh force of the liquid upon the tank motion to to control the structural vibration when the TLD parameters values compare fairly well with experimental data. Also with a building has been simulated. Large reduction in |
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| Item Description: | "Major subject: Ocean Engineering". Vita. |
| Physical Description: | x, 137 leaves : illustrations, maps ; 28 cm. Also available online. |
| Bibliography: | Includes bibliographical references. |