2016
DOI: 10.3390/app6100301
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Identification of the Response of a Controlled Building Structure Subjected to Seismic Load by Using Nonlinear System Models

Abstract: Abstract:The present study investigates the prediction efficiency of nonlinear system-identification models, in assessing the behavior of a coupled structure-passive vibration controller. Two system-identification models, including Nonlinear AutoRegresive with eXogenous inputs (NARX) and adaptive neuro-fuzzy inference system (ANFIS), are used to model the behavior of an experimentally scaled three-story building incorporated with a tuned mass damper (TMD) subjected to seismic loads. The experimental study is p… Show more

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Cited by 24 publications
(27 citation statements)
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“…The input signal generated artificially through shaking table [29] generates an acceleration signal having a waveform in which parameters such as strong motion duration, ramp times, and number of strong motion peaks are variables. The input and output signals generation and measurements are presented in [3,[31][32][33].…”
Section: Response Theory and Experimental Setupmentioning
confidence: 99%
“…The input signal generated artificially through shaking table [29] generates an acceleration signal having a waveform in which parameters such as strong motion duration, ramp times, and number of strong motion peaks are variables. The input and output signals generation and measurements are presented in [3,[31][32][33].…”
Section: Response Theory and Experimental Setupmentioning
confidence: 99%
“…Based on (4) and (11), to estimate the element ( = − 1), the DANFIS output is calculated as follows [14,22]:…”
Section: Input Layer Input Mf Layermentioning
confidence: 99%
“…In the field of civil engineering vibration control, passive control [19][20][21][22], semi-active control [23][24][25], active control [26][27][28], and hybrid control [29][30][31][32] have been extensively studied and demonstrated. In particular, passive control is the most widely used type of control system due to its simple structure, easy maintenance and high reliability [33][34][35]. The pounding tuned mass damper (PTMD) is a new type of passive damper.…”
Section: Introductionmentioning
confidence: 99%