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A non‐linear numerical model of the tuned liquid damper
Author(s) -
Yu JinKyu,
Wakahara Toshihiro,
Reed Dorothy A.
Publication year - 1999
Publication title -
earthquake engineering and structural dynamics
Language(s) - English
Resource type - Journals
SCImago Journal Rank - 2.218
H-Index - 127
eISSN - 1096-9845
pISSN - 0098-8847
DOI - 10.1002/(sici)1096-9845(199906)28:6<671::aid-eqe835>3.0.co;2-x
Subject(s) - damper , structural engineering , engineering , computer science , geology
The Tuned Liquid Damper (TLD) is modelled numerically as an equivalent tuned mass damper with non‐linear stiffness and damping. These parameters are derived from extensive experimental results described in References 1 and 2. This Non‐linear Stiffness and Damping (NSD) model captures the behaviour of the TLD system adequately under a variety of loading conditions. In particular, the NSD model incorporates the stiffness hardening property of the TLD under large amplitude excitation. Copyright © 1999 John Wiley & Sons, Ltd.

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