Experimental Tests and Analytical Modelling of a Scaled Isolated Structure on Sliding and Elastomeric Bearings

The main purpose of this study, which was conducted within the framework of a DPC-ReLUIS research project, was to investigate the behaviour of a scaled isolated structure equipped with an in-parallel combination of steel-PTFE sliding bearings and elastomeric bearings (HDRBs). For this purpose, dynam...

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Main Authors: Fabio Mazza, Alfonso Vulcano
Format: Article
Language:English
Published: Hindawi Limited 2016-01-01
Series:Advances in Materials Science and Engineering
Online Access:http://dx.doi.org/10.1155/2016/2942194
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spelling doaj-ffb295b4c5514ad0aba9c545ab4bb4112020-11-24T20:54:26ZengHindawi LimitedAdvances in Materials Science and Engineering1687-84341687-84422016-01-01201610.1155/2016/29421942942194Experimental Tests and Analytical Modelling of a Scaled Isolated Structure on Sliding and Elastomeric BearingsFabio Mazza0Alfonso Vulcano1Dipartimento di Ingegneria Civile, Università della Calabria, Arcavacata, Rende, 87036 Cosenza, ItalyDipartimento di Ingegneria Civile, Università della Calabria, Arcavacata, Rende, 87036 Cosenza, ItalyThe main purpose of this study, which was conducted within the framework of a DPC-ReLUIS research project, was to investigate the behaviour of a scaled isolated structure equipped with an in-parallel combination of steel-PTFE sliding bearings and elastomeric bearings (HDRBs). For this purpose, dynamic tests on shaking table were carried out at the Laboratory of the Department of Structures for Engineering and Architecture of the University of Naples Federico II, Italy. An available prototype steel framed structure was used as a superstructure. A further objective of this study was to evaluate the reliability of different analytical models of the isolation system, commonly used, in order to adequately simulate the dynamic response of the isolated structure. The effectiveness of the isolation system was evaluated comparing the experimental response of the isolated structure with the numerical response of the fixed-base structure.http://dx.doi.org/10.1155/2016/2942194
collection DOAJ
language English
format Article
sources DOAJ
author Fabio Mazza
Alfonso Vulcano
spellingShingle Fabio Mazza
Alfonso Vulcano
Experimental Tests and Analytical Modelling of a Scaled Isolated Structure on Sliding and Elastomeric Bearings
Advances in Materials Science and Engineering
author_facet Fabio Mazza
Alfonso Vulcano
author_sort Fabio Mazza
title Experimental Tests and Analytical Modelling of a Scaled Isolated Structure on Sliding and Elastomeric Bearings
title_short Experimental Tests and Analytical Modelling of a Scaled Isolated Structure on Sliding and Elastomeric Bearings
title_full Experimental Tests and Analytical Modelling of a Scaled Isolated Structure on Sliding and Elastomeric Bearings
title_fullStr Experimental Tests and Analytical Modelling of a Scaled Isolated Structure on Sliding and Elastomeric Bearings
title_full_unstemmed Experimental Tests and Analytical Modelling of a Scaled Isolated Structure on Sliding and Elastomeric Bearings
title_sort experimental tests and analytical modelling of a scaled isolated structure on sliding and elastomeric bearings
publisher Hindawi Limited
series Advances in Materials Science and Engineering
issn 1687-8434
1687-8442
publishDate 2016-01-01
description The main purpose of this study, which was conducted within the framework of a DPC-ReLUIS research project, was to investigate the behaviour of a scaled isolated structure equipped with an in-parallel combination of steel-PTFE sliding bearings and elastomeric bearings (HDRBs). For this purpose, dynamic tests on shaking table were carried out at the Laboratory of the Department of Structures for Engineering and Architecture of the University of Naples Federico II, Italy. An available prototype steel framed structure was used as a superstructure. A further objective of this study was to evaluate the reliability of different analytical models of the isolation system, commonly used, in order to adequately simulate the dynamic response of the isolated structure. The effectiveness of the isolation system was evaluated comparing the experimental response of the isolated structure with the numerical response of the fixed-base structure.
url http://dx.doi.org/10.1155/2016/2942194
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AT alfonsovulcano experimentaltestsandanalyticalmodellingofascaledisolatedstructureonslidingandelastomericbearings
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