Evaluation of dynamic characteristics of high-rise buildings using system identification techniques
Among many estimation methods of modal parameters of structures, system identification methods in the time domain have recently been spotlighted. System identification methods in the time domain have advantages over the methods in the frequency domain in such cases where the modal parameters are cha...
Gespeichert in:
Veröffentlicht in: | Journal of wind engineering and industrial aerodynamics 1996-03, Vol.59 (2), p.299-307 |
---|---|
Hauptverfasser: | , |
Format: | Artikel |
Sprache: | eng |
Schlagworte: | |
Online-Zugang: | Volltext |
Tags: |
Tag hinzufügen
Keine Tags, Fügen Sie den ersten Tag hinzu!
|
container_end_page | 307 |
---|---|
container_issue | 2 |
container_start_page | 299 |
container_title | Journal of wind engineering and industrial aerodynamics |
container_volume | 59 |
creator | Saito, Tomoo Yokota, Haruhiko |
description | Among many estimation methods of modal parameters of structures, system identification methods in the time domain have recently been spotlighted. System identification methods in the time domain have advantages over the methods in the frequency domain in such cases where the modal parameters are changed during the records or where the length of the record is very short. In this paper, dynamic characteristics, including natural frequencies and damping ratios, of twin high-rise buildings are estimated by applying time domain system identification methods to the records of their earthquake responses. |
doi_str_mv | 10.1016/0167-6105(96)00013-X |
format | Article |
fullrecord | <record><control><sourceid>proquest_cross</sourceid><recordid>TN_cdi_proquest_miscellaneous_746040265</recordid><sourceformat>XML</sourceformat><sourcesystem>PC</sourcesystem><els_id>016761059600013X</els_id><sourcerecordid>746040265</sourcerecordid><originalsourceid>FETCH-LOGICAL-c402t-94b840b2d7ac42076e38f1cc1f120a6c9046d11a9431eb14acb8ec4c9a5f6f4f3</originalsourceid><addsrcrecordid>eNp9UE1Lw0AQXUTBWv0HHnJTD9HdZLtJLoKU-gEFLwq9LZvJbDuSJnV3U-i_d0PFo4fhMcz7YB5j14LfCy7UQ5wiVYLPbit1xzkXebo6YRNRFllaiqo4ZZM_yjm78P4rkgpZ5BMGi71pBxOo75LeJs2hM1uCBDbGGQjoyAcCP542tN6kccekHqhtqFv7ZPAREn_wAbcJNdgFsgRHt4Cw6eh7QH_JzqxpPV794pR9Pi8-5q_p8v3lbf60TEHyLKSVrEvJ66wpDMiMFwrz0goAYUXGjYKKS9UIYSqZC6yFNFCXCBIqM7PKSptP2c3Rd-f6MTfoLXnAtjUd9oPXhVQ8JqlZZMojE1zvvUOrd462xh204HqsVI996bEvXcVlrFSvouzxKMP4xZ7QaQ-EHWBDDiHopqf_DX4A8gZ_-g</addsrcrecordid><sourcetype>Aggregation Database</sourcetype><iscdi>true</iscdi><recordtype>article</recordtype><pqid>746040265</pqid></control><display><type>article</type><title>Evaluation of dynamic characteristics of high-rise buildings using system identification techniques</title><source>ScienceDirect Journals (5 years ago - present)</source><creator>Saito, Tomoo ; Yokota, Haruhiko</creator><creatorcontrib>Saito, Tomoo ; Yokota, Haruhiko</creatorcontrib><description>Among many estimation methods of modal parameters of structures, system identification methods in the time domain have recently been spotlighted. System identification methods in the time domain have advantages over the methods in the frequency domain in such cases where the modal parameters are changed during the records or where the length of the record is very short. In this paper, dynamic characteristics, including natural frequencies and damping ratios, of twin high-rise buildings are estimated by applying time domain system identification methods to the records of their earthquake responses.</description><identifier>ISSN: 0167-6105</identifier><identifier>EISSN: 1872-8197</identifier><identifier>DOI: 10.1016/0167-6105(96)00013-X</identifier><language>eng</language><publisher>Elsevier Ltd</publisher><subject>ARMAX model (autoregressive moving average model with exogenous variable) ; Damping ; Damping ratio ; Dynamic response ; Earthquake resistance ; Earthquake response ; High-rise building ; Mathematical models ; Natural frequencies ; Natural frequency ; Parameter estimation ; Regression analysis ; Structural analysis ; System identification technique ; Time domain analysis</subject><ispartof>Journal of wind engineering and industrial aerodynamics, 1996-03, Vol.59 (2), p.299-307</ispartof><rights>1996</rights><lds50>peer_reviewed</lds50><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-c402t-94b840b2d7ac42076e38f1cc1f120a6c9046d11a9431eb14acb8ec4c9a5f6f4f3</citedby><cites>FETCH-LOGICAL-c402t-94b840b2d7ac42076e38f1cc1f120a6c9046d11a9431eb14acb8ec4c9a5f6f4f3</cites></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><linktohtml>$$Uhttps://dx.doi.org/10.1016/0167-6105(96)00013-X$$EHTML$$P50$$Gelsevier$$H</linktohtml><link.rule.ids>314,780,784,3548,27922,27923,45993</link.rule.ids></links><search><creatorcontrib>Saito, Tomoo</creatorcontrib><creatorcontrib>Yokota, Haruhiko</creatorcontrib><title>Evaluation of dynamic characteristics of high-rise buildings using system identification techniques</title><title>Journal of wind engineering and industrial aerodynamics</title><description>Among many estimation methods of modal parameters of structures, system identification methods in the time domain have recently been spotlighted. System identification methods in the time domain have advantages over the methods in the frequency domain in such cases where the modal parameters are changed during the records or where the length of the record is very short. In this paper, dynamic characteristics, including natural frequencies and damping ratios, of twin high-rise buildings are estimated by applying time domain system identification methods to the records of their earthquake responses.</description><subject>ARMAX model (autoregressive moving average model with exogenous variable)</subject><subject>Damping</subject><subject>Damping ratio</subject><subject>Dynamic response</subject><subject>Earthquake resistance</subject><subject>Earthquake response</subject><subject>High-rise building</subject><subject>Mathematical models</subject><subject>Natural frequencies</subject><subject>Natural frequency</subject><subject>Parameter estimation</subject><subject>Regression analysis</subject><subject>Structural analysis</subject><subject>System identification technique</subject><subject>Time domain analysis</subject><issn>0167-6105</issn><issn>1872-8197</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>1996</creationdate><recordtype>article</recordtype><recordid>eNp9UE1Lw0AQXUTBWv0HHnJTD9HdZLtJLoKU-gEFLwq9LZvJbDuSJnV3U-i_d0PFo4fhMcz7YB5j14LfCy7UQ5wiVYLPbit1xzkXebo6YRNRFllaiqo4ZZM_yjm78P4rkgpZ5BMGi71pBxOo75LeJs2hM1uCBDbGGQjoyAcCP542tN6kccekHqhtqFv7ZPAREn_wAbcJNdgFsgRHt4Cw6eh7QH_JzqxpPV794pR9Pi8-5q_p8v3lbf60TEHyLKSVrEvJ66wpDMiMFwrz0goAYUXGjYKKS9UIYSqZC6yFNFCXCBIqM7PKSptP2c3Rd-f6MTfoLXnAtjUd9oPXhVQ8JqlZZMojE1zvvUOrd462xh204HqsVI996bEvXcVlrFSvouzxKMP4xZ7QaQ-EHWBDDiHopqf_DX4A8gZ_-g</recordid><startdate>19960301</startdate><enddate>19960301</enddate><creator>Saito, Tomoo</creator><creator>Yokota, Haruhiko</creator><general>Elsevier Ltd</general><scope>AAYXX</scope><scope>CITATION</scope><scope>7TC</scope></search><sort><creationdate>19960301</creationdate><title>Evaluation of dynamic characteristics of high-rise buildings using system identification techniques</title><author>Saito, Tomoo ; Yokota, Haruhiko</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c402t-94b840b2d7ac42076e38f1cc1f120a6c9046d11a9431eb14acb8ec4c9a5f6f4f3</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>1996</creationdate><topic>ARMAX model (autoregressive moving average model with exogenous variable)</topic><topic>Damping</topic><topic>Damping ratio</topic><topic>Dynamic response</topic><topic>Earthquake resistance</topic><topic>Earthquake response</topic><topic>High-rise building</topic><topic>Mathematical models</topic><topic>Natural frequencies</topic><topic>Natural frequency</topic><topic>Parameter estimation</topic><topic>Regression analysis</topic><topic>Structural analysis</topic><topic>System identification technique</topic><topic>Time domain analysis</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Saito, Tomoo</creatorcontrib><creatorcontrib>Yokota, Haruhiko</creatorcontrib><collection>CrossRef</collection><collection>Mechanical Engineering Abstracts</collection><jtitle>Journal of wind engineering and industrial aerodynamics</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Saito, Tomoo</au><au>Yokota, Haruhiko</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Evaluation of dynamic characteristics of high-rise buildings using system identification techniques</atitle><jtitle>Journal of wind engineering and industrial aerodynamics</jtitle><date>1996-03-01</date><risdate>1996</risdate><volume>59</volume><issue>2</issue><spage>299</spage><epage>307</epage><pages>299-307</pages><issn>0167-6105</issn><eissn>1872-8197</eissn><abstract>Among many estimation methods of modal parameters of structures, system identification methods in the time domain have recently been spotlighted. System identification methods in the time domain have advantages over the methods in the frequency domain in such cases where the modal parameters are changed during the records or where the length of the record is very short. In this paper, dynamic characteristics, including natural frequencies and damping ratios, of twin high-rise buildings are estimated by applying time domain system identification methods to the records of their earthquake responses.</abstract><pub>Elsevier Ltd</pub><doi>10.1016/0167-6105(96)00013-X</doi><tpages>9</tpages></addata></record> |
fulltext | fulltext |
identifier | ISSN: 0167-6105 |
ispartof | Journal of wind engineering and industrial aerodynamics, 1996-03, Vol.59 (2), p.299-307 |
issn | 0167-6105 1872-8197 |
language | eng |
recordid | cdi_proquest_miscellaneous_746040265 |
source | ScienceDirect Journals (5 years ago - present) |
subjects | ARMAX model (autoregressive moving average model with exogenous variable) Damping Damping ratio Dynamic response Earthquake resistance Earthquake response High-rise building Mathematical models Natural frequencies Natural frequency Parameter estimation Regression analysis Structural analysis System identification technique Time domain analysis |
title | Evaluation of dynamic characteristics of high-rise buildings using system identification techniques |
url | https://sfx.bib-bvb.de/sfx_tum?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&ctx_tim=2025-01-14T09%3A46%3A26IST&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=Evaluation%20of%20dynamic%20characteristics%20of%20high-rise%20buildings%20using%20system%20identification%20techniques&rft.jtitle=Journal%20of%20wind%20engineering%20and%20industrial%20aerodynamics&rft.au=Saito,%20Tomoo&rft.date=1996-03-01&rft.volume=59&rft.issue=2&rft.spage=299&rft.epage=307&rft.pages=299-307&rft.issn=0167-6105&rft.eissn=1872-8197&rft_id=info:doi/10.1016/0167-6105(96)00013-X&rft_dat=%3Cproquest_cross%3E746040265%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=746040265&rft_id=info:pmid/&rft_els_id=016761059600013X&rfr_iscdi=true |