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[PDF] Top 20 Implementing Subspace Identification on Shake Table Model

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Implementing Subspace Identification on Shake Table Model

Implementing Subspace Identification on Shake Table Model

... Traditional modal analysis techniques involve mass shakers which can be costly and troubling to move, or large and expensive shake tables. The structure is physically shaken with hydraulics or mass, which can be ... See full document

10

Improvements for electromechanical oscillation mode estimation via subspace identification methods

Improvements for electromechanical oscillation mode estimation via subspace identification methods

... 3,000. Model order is first de- termined by AIC, BIC, and SVC, ...From Table 1, one can see that AIC and BIC determine the same system order so that the estimating results are the same while SVC suggests a ... See full document

15

Dual Mode MPC for a Concentrated Solar Thermal Power Plant

Dual Mode MPC for a Concentrated Solar Thermal Power Plant

... space model around a nominal operating point using the subspace identification ...parameter model of the plant rather than the plant ...mode model-based predictive control (MPC) ... See full document

7

3 D numerical simulation of shake table tests on piles subjected to lateral spreading

3 D numerical simulation of shake table tests on piles subjected to lateral spreading

... constitutive model specifically designed for modelling sand behaviour was used to numerically simulate shake table experiments on piles in laterally spreading ...sand, identification of the ... See full document

8

Random subspace method for aource camera identification

Random subspace method for aource camera identification

... In this work, the noise residuals extracted by the methods of Lukas [1] and Kang [7] are used as original features. In order to evaluate the feasibility of the proposed method, these original features are given as inputs ... See full document

6

Seismic retrofitting of RC buildings using CFRP and post tensioned metal straps : shake table tests

Seismic retrofitting of RC buildings using CFRP and post tensioned metal straps : shake table tests

... shaking table tests at the CEA/EMSI laboratory facilities (Saclay, France) as part of the EU-funded BANDIT ...initial shake table tests were reported in Garcia et ...shaking table tests at ... See full document

37

Seismic retrofitting of RC buildings using CFRP and post tensioned metal straps: shake table tests

Seismic retrofitting of RC buildings using CFRP and post tensioned metal straps: shake table tests

... 3 high-strength steel straps post-tensioned around RC elements using pneumatic strapping tools as those used in the packaging industry (see Fig. 1). To maintain the tensioning force after post-tensioning, the strips are ... See full document

36

Forecasting VARMA processes using VAR models and subspace based state space models

Forecasting VARMA processes using VAR models and subspace based state space models

... system identification requires two steps: first, to decide how many parameters are needed or convenient in the desired model (specification) and second, to estimate the values of those ...for model ... See full document

48

Seismic Retrofitting of RC Buildings Using CFRP and Post-Tensioned Metal Straps: Shake Table Tests

Seismic Retrofitting of RC Buildings Using CFRP and Post-Tensioned Metal Straps: Shake Table Tests

... a shake table as part of the Pan-European funded project ...of shake table tests were carried out to assess the seismic behaviour of the bare building and the effectiveness of a first ... See full document

37

Response of Framed Building Models Near Underground Excavation Due to Artificial Excitation using Shake Table Test

Response of Framed Building Models Near Underground Excavation Due to Artificial Excitation using Shake Table Test

... words, a smaller height building supported on mat foundation shows a greater storey drift with increasing trench depth. From Figure 14 and 15, it is seen that with increasing trench depth, pile#2 as compared to pile#1 ... See full document

7

Shake Table Testing for Seismic Response Evaluation of Cold-Formed Steel-Framed Nonstructural Architectural Components

Shake Table Testing for Seismic Response Evaluation of Cold-Formed Steel-Framed Nonstructural Architectural Components

... dynamic identification tests were used to define the dynamic properties, namely fundamental frequency (f) and damping ratio ( ...of shake-table were ...dynamic identification tests in terms of ... See full document

16

A Novel Random Subspace Method for Online Writeprint Identification

A Novel Random Subspace Method for Online Writeprint Identification

... PCA subspace depends on the size of training set, which avoids classifier over-fitting ...PCA subspace using proposed RSM, we apply LDA for maximizing the between-class scatter matrix and minimizing the ... See full document

8

Study of Timber-frame Building Seismic behaviour by Means of numerical modelling and Full-scale shake table testing

Study of Timber-frame Building Seismic behaviour by Means of numerical modelling and Full-scale shake table testing

... In chapters 3 and 4 the behaviour of a single wall under a horizontal force is investigated. Several analytical expressions are proposed in order to describe the linear and the non-linear behaviour of a timber frame wall ... See full document

200

Hierarchy Identification for Automatically Generating Table-of-Contents

Hierarchy Identification for Automatically Generating Table-of-Contents

... We focus on the pairwise classification in this paper and investigate the pairwise relation of neighboring segments. Two segments on the same level have a hierarchy relation of n=0, a segment that is one level lower has ... See full document

9

Experimental Study on Modal Identification and Dynamic Amplification of a Steel Frame Structure

Experimental Study on Modal Identification and Dynamic Amplification of a Steel Frame Structure

... shaking table tests in normal case. However, the shaking table test cannot be used for the equipment that has already been installed in operating plants since they cannot be moved from the plants to mount ... See full document

8

Experimental Modal Analysis of Micron-scale Structures

Experimental Modal Analysis of Micron-scale Structures

... Micron-scale mechanical systems and devices, such as MEMS (micro-electro-mechanical systems) are becoming common in a number of important applications. Because these de- vices depend for their operation on the mechanical ... See full document

161

Multi Dimension Support Vector Machine Based Crowd Detection and Localisation Framework for Varying Video Sequences

Multi Dimension Support Vector Machine Based Crowd Detection and Localisation Framework for Varying Video Sequences

... the model that is been used commonly for these kind of situations in the current ...each model in ...novel subspace evolution strategy that controls the update rate ... See full document

24

Shake It Out

Shake It Out

... “Breathe,” I whisper to myself. “Nothing bad is going to happen. You’re going to get up in front of the class, talk for five minutes, and then it will all be over and life will go on.” I think I need to compose a new pep ... See full document

9

Research and Development of Three Dimensional Measurement Technique for Shake Table Test Using Image Processing

Research and Development of Three Dimensional Measurement Technique for Shake Table Test Using Image Processing

... the shake table was induced to the seismic wave in two horizontal ...of shake table system, which is the evaluation index for the image processing ...the shake table and of the ... See full document

11

Subspace system identification

Subspace system identification

... the model order is equal to the number of nonzero singular values ...the model order was chosen to be equal to 8 resulting the least prediction ...three subspace algorithms, CVA led to the least ... See full document

7

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