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contributor authorChunwei Zhang
contributor authorJinping Ou
date accessioned2017-05-08T22:41:21Z
date available2017-05-08T22:41:21Z
date copyrightMay 2008
date issued2008
identifier other%28asce%290733-9399%282008%29134%3A5%28428%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/86560
description abstractTo investigate the effect of control-structure-interaction (CSI) between the innovative electromagnetic mass damper (EMD) control system and the test structure, three computational models are first developed in this paper. Then, typical driving voltages are applied to the servo-amplifier of the EMD system to excite the structure and to examine the dynamic behavior of the EMD system when it is implemented into the structure. Furthermore, the test results are compared with the predictions based on the proposed parametric models, namely on-line examination. Finally, shaking table tests of structural seismic response control employing the EMD control system are conducted to validate and compare the effectiveness of those parametric models. All the test results have shown that only when the CSI effect (especially the higher-order CSI effect) is fully considered, can the on-line dynamical property of the EMD system be accurately predicted and its control performance fully exerted. This is essential to achieve the highest performance when employing such EMD systems in suppressing structural vibrations.
publisherAmerican Society of Civil Engineers
titleControl Structure Interaction of Electromagnetic Mass Damper System for Structural Vibration Control
typeJournal Paper
journal volume134
journal issue5
journal titleJournal of Engineering Mechanics
identifier doi10.1061/(ASCE)0733-9399(2008)134:5(428)
treeJournal of Engineering Mechanics:;2008:;Volume ( 134 ):;issue: 005
contenttypeFulltext


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