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contributor authorC. N. Lim
contributor authorS. A. Neild
contributor authorD. P. Stoten
contributor authorD. Drury
contributor authorC. A. Taylor
date accessioned2017-05-08T22:41:14Z
date available2017-05-08T22:41:14Z
date copyrightAugust 2007
date issued2007
identifier other%28asce%290733-9399%282007%29133%3A8%28864%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/86455
description abstractReal-time dynamic substructuring, or hybrid testing, is a technique that enables experimental testing of critical elements of a complete structure. The structure in question is decomposed into at least two parts: the critical element, which is physically tested, and the remainder of the structure, which is modeled numerically. For accurate replication of the system to be emulated, the two parts must interact, via a controller to compensate for the actuator dynamics, in real-time, and with minimal errors at their interfaces. During development, the adaptive minimal controller synthesis (MCS) algorithm controller has previously been implemented for substructuring of a one-degree-of-freedom mass-spring-damper system. The potential advantage that MCS has over a traditional linear controller is its lack of reliance on detailed knowledge of the experimental specimen dynamics. This paper presents the MCSmd control strategy, an improved MCS-based strategy for substructure testing, using a modified demand (md) signal. Experimental and simulation studies of the MCSmd controller applied to a two-degree-of-freedom mass spring damper system are presented along with an analysis of the transient gain behavior.
publisherAmerican Society of Civil Engineers
titleAdaptive Control Strategy for Dynamic Substructuring Tests
typeJournal Paper
journal volume133
journal issue8
journal titleJournal of Engineering Mechanics
identifier doi10.1061/(ASCE)0733-9399(2007)133:8(864)
treeJournal of Engineering Mechanics:;2007:;Volume ( 133 ):;issue: 008
contenttypeFulltext


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