A Hybrid Control of Seismically Excited Structures by Confinement of Vibrations

We propose a hybrid control strategy, aimed at confining and suppressing simultaneously the vbratory motion in seismically excited structures. It is assumed that these structures are composed of n floors that are sensitive to vibrations, resulting from earthquake excitations. A number (m) of inter-s...

Ausführliche Beschreibung

Gespeichert in:
Bibliographische Detailangaben
Veröffentlicht in:Journal of vibration and control 2004-04, Vol.10 (4), p.543-560
Hauptverfasser: Choura, Slim, El-Borgi, Sami, Nayfeh, Ali H
Format: Artikel
Sprache:eng
Schlagworte:
Online-Zugang:Volltext
Tags: Tag hinzufügen
Keine Tags, Fügen Sie den ersten Tag hinzu!
container_end_page 560
container_issue 4
container_start_page 543
container_title Journal of vibration and control
container_volume 10
creator Choura, Slim
El-Borgi, Sami
Nayfeh, Ali H
description We propose a hybrid control strategy, aimed at confining and suppressing simultaneously the vbratory motion in seismically excited structures. It is assumed that these structures are composed of n floors that are sensitive to vibrations, resulting from earthquake excitations. A number (m) of inter-story bracing elements, assumed to be the non-sensitive parts, are added to the structures to confine the vibration. The proposed strategy makes use of (n + p) force actuators that are placed at all floors of the structure and p < m active bracing elements. The design objective is to devise a feedback scheme that leads to transferring the vibrational energy in the floors to the bracing elements. In order to keep away from the buildup of transferred energy into the bracing elements, the feedback scheme considers, along with the confinement, the suppression of vibrations in the floors and bracing elements. A three-floor structure is used to demonstrate the viability of the proposed strategy. [PUBLICATION ABSTRACT]
doi_str_mv 10.1177/1077546041125773
format Article
fullrecord <record><control><sourceid>proquest_cross</sourceid><recordid>TN_cdi_proquest_journals_221069024</recordid><sourceformat>XML</sourceformat><sourcesystem>PC</sourcesystem><sourcerecordid>678626901</sourcerecordid><originalsourceid>FETCH-LOGICAL-c268t-2684f3b8bb3813819ac8c2b36c4e0f8cf13bad6048c6826f0097fd7a758cfd483</originalsourceid><addsrcrecordid>eNpdkE1LAzEQhoMoWKt3j8H76uSjSfZYSrVCoYeq1yXJJpCy3a1JFtx_b0o9CcPMwPPODPMi9EjgmRApXwhIueACOCF0ISW7QjMiOalorcR16QuuCme36C6lAwBwTmCGdku8mUwMLV4NfY5DhweP9y6kY7C66ya8_rEhuxbvcxxtHqNL2ExnsQ-9O7o-nwe-gok6h6FP9-jG6y65h786R5-v64_Vptru3t5Xy21lqVC5Kol7ZpQxTJEStbbKUsOE5Q68sp4wo9vyjbJCUeEBaulbqeWisJYrNkdPl72nOHyPLuXmMIyxLycbSgmIGigvIriIbBxSis43pxiOOk4NgebsWvPfNfYLPGJepg</addsrcrecordid><sourcetype>Aggregation Database</sourcetype><iscdi>true</iscdi><recordtype>article</recordtype><pqid>221069024</pqid></control><display><type>article</type><title>A Hybrid Control of Seismically Excited Structures by Confinement of Vibrations</title><source>SAGE Complete</source><creator>Choura, Slim ; El-Borgi, Sami ; Nayfeh, Ali H</creator><creatorcontrib>Choura, Slim ; El-Borgi, Sami ; Nayfeh, Ali H</creatorcontrib><description>We propose a hybrid control strategy, aimed at confining and suppressing simultaneously the vbratory motion in seismically excited structures. It is assumed that these structures are composed of n floors that are sensitive to vibrations, resulting from earthquake excitations. A number (m) of inter-story bracing elements, assumed to be the non-sensitive parts, are added to the structures to confine the vibration. The proposed strategy makes use of (n + p) force actuators that are placed at all floors of the structure and p &lt; m active bracing elements. The design objective is to devise a feedback scheme that leads to transferring the vibrational energy in the floors to the bracing elements. In order to keep away from the buildup of transferred energy into the bracing elements, the feedback scheme considers, along with the confinement, the suppression of vibrations in the floors and bracing elements. A three-floor structure is used to demonstrate the viability of the proposed strategy. [PUBLICATION ABSTRACT]</description><identifier>ISSN: 1077-5463</identifier><identifier>EISSN: 1741-2986</identifier><identifier>DOI: 10.1177/1077546041125773</identifier><language>eng</language><publisher>Thousand Oaks: SAGE PUBLICATIONS, INC</publisher><subject>Hybrid control systems ; Seismology ; Vibration analysis</subject><ispartof>Journal of vibration and control, 2004-04, Vol.10 (4), p.543-560</ispartof><rights>Copyright SAGE PUBLICATIONS, INC. Apr 2004</rights><lds50>peer_reviewed</lds50><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-c268t-2684f3b8bb3813819ac8c2b36c4e0f8cf13bad6048c6826f0097fd7a758cfd483</citedby></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><link.rule.ids>314,780,784,27922,27923</link.rule.ids></links><search><creatorcontrib>Choura, Slim</creatorcontrib><creatorcontrib>El-Borgi, Sami</creatorcontrib><creatorcontrib>Nayfeh, Ali H</creatorcontrib><title>A Hybrid Control of Seismically Excited Structures by Confinement of Vibrations</title><title>Journal of vibration and control</title><description>We propose a hybrid control strategy, aimed at confining and suppressing simultaneously the vbratory motion in seismically excited structures. It is assumed that these structures are composed of n floors that are sensitive to vibrations, resulting from earthquake excitations. A number (m) of inter-story bracing elements, assumed to be the non-sensitive parts, are added to the structures to confine the vibration. The proposed strategy makes use of (n + p) force actuators that are placed at all floors of the structure and p &lt; m active bracing elements. The design objective is to devise a feedback scheme that leads to transferring the vibrational energy in the floors to the bracing elements. In order to keep away from the buildup of transferred energy into the bracing elements, the feedback scheme considers, along with the confinement, the suppression of vibrations in the floors and bracing elements. A three-floor structure is used to demonstrate the viability of the proposed strategy. [PUBLICATION ABSTRACT]</description><subject>Hybrid control systems</subject><subject>Seismology</subject><subject>Vibration analysis</subject><issn>1077-5463</issn><issn>1741-2986</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2004</creationdate><recordtype>article</recordtype><recordid>eNpdkE1LAzEQhoMoWKt3j8H76uSjSfZYSrVCoYeq1yXJJpCy3a1JFtx_b0o9CcPMwPPODPMi9EjgmRApXwhIueACOCF0ISW7QjMiOalorcR16QuuCme36C6lAwBwTmCGdku8mUwMLV4NfY5DhweP9y6kY7C66ya8_rEhuxbvcxxtHqNL2ExnsQ-9O7o-nwe-gok6h6FP9-jG6y65h786R5-v64_Vptru3t5Xy21lqVC5Kol7ZpQxTJEStbbKUsOE5Q68sp4wo9vyjbJCUeEBaulbqeWisJYrNkdPl72nOHyPLuXmMIyxLycbSgmIGigvIriIbBxSis43pxiOOk4NgebsWvPfNfYLPGJepg</recordid><startdate>20040401</startdate><enddate>20040401</enddate><creator>Choura, Slim</creator><creator>El-Borgi, Sami</creator><creator>Nayfeh, Ali H</creator><general>SAGE PUBLICATIONS, INC</general><scope>AAYXX</scope><scope>CITATION</scope><scope>7SC</scope><scope>7SP</scope><scope>7TB</scope><scope>8FD</scope><scope>FR3</scope><scope>JQ2</scope><scope>KR7</scope><scope>L7M</scope><scope>L~C</scope><scope>L~D</scope></search><sort><creationdate>20040401</creationdate><title>A Hybrid Control of Seismically Excited Structures by Confinement of Vibrations</title><author>Choura, Slim ; El-Borgi, Sami ; Nayfeh, Ali H</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c268t-2684f3b8bb3813819ac8c2b36c4e0f8cf13bad6048c6826f0097fd7a758cfd483</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2004</creationdate><topic>Hybrid control systems</topic><topic>Seismology</topic><topic>Vibration analysis</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Choura, Slim</creatorcontrib><creatorcontrib>El-Borgi, Sami</creatorcontrib><creatorcontrib>Nayfeh, Ali H</creatorcontrib><collection>CrossRef</collection><collection>Computer and Information Systems Abstracts</collection><collection>Electronics &amp; Communications Abstracts</collection><collection>Mechanical &amp; Transportation Engineering Abstracts</collection><collection>Technology Research Database</collection><collection>Engineering Research Database</collection><collection>ProQuest Computer Science Collection</collection><collection>Civil Engineering Abstracts</collection><collection>Advanced Technologies Database with Aerospace</collection><collection>Computer and Information Systems Abstracts – Academic</collection><collection>Computer and Information Systems Abstracts Professional</collection><jtitle>Journal of vibration and control</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Choura, Slim</au><au>El-Borgi, Sami</au><au>Nayfeh, Ali H</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>A Hybrid Control of Seismically Excited Structures by Confinement of Vibrations</atitle><jtitle>Journal of vibration and control</jtitle><date>2004-04-01</date><risdate>2004</risdate><volume>10</volume><issue>4</issue><spage>543</spage><epage>560</epage><pages>543-560</pages><issn>1077-5463</issn><eissn>1741-2986</eissn><abstract>We propose a hybrid control strategy, aimed at confining and suppressing simultaneously the vbratory motion in seismically excited structures. It is assumed that these structures are composed of n floors that are sensitive to vibrations, resulting from earthquake excitations. A number (m) of inter-story bracing elements, assumed to be the non-sensitive parts, are added to the structures to confine the vibration. The proposed strategy makes use of (n + p) force actuators that are placed at all floors of the structure and p &lt; m active bracing elements. The design objective is to devise a feedback scheme that leads to transferring the vibrational energy in the floors to the bracing elements. In order to keep away from the buildup of transferred energy into the bracing elements, the feedback scheme considers, along with the confinement, the suppression of vibrations in the floors and bracing elements. A three-floor structure is used to demonstrate the viability of the proposed strategy. [PUBLICATION ABSTRACT]</abstract><cop>Thousand Oaks</cop><pub>SAGE PUBLICATIONS, INC</pub><doi>10.1177/1077546041125773</doi><tpages>18</tpages></addata></record>
fulltext fulltext
identifier ISSN: 1077-5463
ispartof Journal of vibration and control, 2004-04, Vol.10 (4), p.543-560
issn 1077-5463
1741-2986
language eng
recordid cdi_proquest_journals_221069024
source SAGE Complete
subjects Hybrid control systems
Seismology
Vibration analysis
title A Hybrid Control of Seismically Excited Structures by Confinement of Vibrations
url https://sfx.bib-bvb.de/sfx_tum?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&ctx_tim=2025-01-14T13%3A10%3A00IST&url_ver=Z39.88-2004&url_ctx_fmt=infofi/fmt:kev:mtx:ctx&rfr_id=info:sid/primo.exlibrisgroup.com:primo3-Article-proquest_cross&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.atitle=A%20Hybrid%20Control%20of%20Seismically%20Excited%20Structures%20by%20Confinement%20of%20Vibrations&rft.jtitle=Journal%20of%20vibration%20and%20control&rft.au=Choura,%20Slim&rft.date=2004-04-01&rft.volume=10&rft.issue=4&rft.spage=543&rft.epage=560&rft.pages=543-560&rft.issn=1077-5463&rft.eissn=1741-2986&rft_id=info:doi/10.1177/1077546041125773&rft_dat=%3Cproquest_cross%3E678626901%3C/proquest_cross%3E%3Curl%3E%3C/url%3E&disable_directlink=true&sfx.directlink=off&sfx.report_link=0&rft_id=info:oai/&rft_pqid=221069024&rft_id=info:pmid/&rfr_iscdi=true