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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Series: | Advances in Materials Science and Engineering |
Online Access: | http://dx.doi.org/10.1155/2016/2942194 |
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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 |
work_keys_str_mv |
AT fabiomazza experimentaltestsandanalyticalmodellingofascaledisolatedstructureonslidingandelastomericbearings AT alfonsovulcano experimentaltestsandanalyticalmodellingofascaledisolatedstructureonslidingandelastomericbearings |
_version_ |
1716794539636686848 |