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原文传递 Multiple Tuned Liquid Dampers for Efficient and Robust Structural Control
题名: Multiple Tuned Liquid Dampers for Efficient and Robust Structural Control
其他题名: Ashasi-Sorkhabi,A.,Kristie,J.,and Mercan,O.(2014)."Investigations of the use of multiple tuned liquid dampers in vibration control."Proc.,Structures Congress,ASCE,Reston,VA,1185–1196.
正文语种: 英文
作者: J. S. Love
关键词: Multiple tuned liquid dampers (MTLDs);Multiple tanks;Sloshing;Robust structural control;Dynamic vibration absorbers;Coupled systems;Structural control.
摘要: In traditional tuned liquid damper (TLD) installations, TLD tank(s) are tuned to a single optimal frequency as determined by wellknown dynamic vibration absorber theory. A multiple tuned liquid damper (MTLD) is created when the sloshing frequencies are distributed over a range near the structural frequency. In this paper, an equivalent mechanical model for a structure–MTLD system is developed. A thirdorder nonlinear multimodal model is employed to assess nonlinear fluid affects and serve as independent model verification. To the authors' knowledge, this is the first time the nonlinear energy dissipation associated with damping screens and the nonlinear coupling amongst sloshing modes has been considered for MTLD systems. MTLD systems consisting of one (traditional TLD), two, and three tanks are used to reduce the resonant response of a single degree of freedom structure. The MTLD provides structural control that is superior to a traditional TLD. The MTLD is less sensitive to the structural excitation amplitude, which enables the device performance to be maintained at low amplitude excitations associated with common wind events. The MTLD is also shown to be more robust to changes to the structure's natural frequency than the traditional TLD. Since many TLD installations require multiple tanks to satisfy space restrictions, the findings of this paper are highly relevant to structural engineering. This paper shows that by slightly altering the fluid depth of each tank, improved structural control performance can be achieved at little additional cost.
出版年: 2015
论文唯一标识: P-26Y2015V141N12002
英文栏目名称: Technical Papers
doi: 10.1061/(ASCE)ST.1943-541X.0001290
期刊名称: Journal of Structural Engineering
拼音刊名(出版物代码): P-26
卷: 141
期: 12
页码: 1-6
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