大型震動台実験に基づくS造中層建物の振動特性の分析

Natural period and damping ratio are important values in seismic design. Recently, many of the findings for these values have been obtained from earthquake observation records. However, the observation records of buildings are affected by the soil–structure interaction. Therefore, only the character...

Ausführliche Beschreibung

Gespeichert in:
Bibliographische Detailangaben
Veröffentlicht in:Nihon Kenchiku Gakkai kōzōkei ronbunshū 2018, Vol.83(746), pp.565-575
Hauptverfasser: 東城, 峻樹, 中村, 尚弘, 佐武, 直紀, 土佐内, 優介, 梶原, 浩一
Format: Artikel
Sprache:jpn
Schlagworte:
Online-Zugang:Volltext
Tags: Tag hinzufügen
Keine Tags, Fügen Sie den ersten Tag hinzu!
container_end_page 575
container_issue 746
container_start_page 565
container_title Nihon Kenchiku Gakkai kōzōkei ronbunshū
container_volume 83
creator 東城, 峻樹
中村, 尚弘
佐武, 直紀
土佐内, 優介
梶原, 浩一
description Natural period and damping ratio are important values in seismic design. Recently, many of the findings for these values have been obtained from earthquake observation records. However, the observation records of buildings are affected by the soil–structure interaction. Therefore, only the characteristics of the building structure are unclear. This study focused on the structural vibration characteristics by using the records of large shaking table tests. Steel specimens subjected to strong input motion were studied, and the experimental data were analyzed using the ARX model. Moreover, the effects of the experienced largest deformation on the vibration characteristics were investigated.
doi_str_mv 10.3130/aijs.83.565
format Article
fullrecord <record><control><sourceid>proquest_jstag</sourceid><recordid>TN_cdi_proquest_journals_2034907877</recordid><sourceformat>XML</sourceformat><sourcesystem>PC</sourcesystem><sourcerecordid>2034907877</sourcerecordid><originalsourceid>FETCH-LOGICAL-j2797-45a4789fce8374c3b8278a3f8aa5436be07642fd21c9487aa35578fdc2f5d67e3</originalsourceid><addsrcrecordid>eNo9kE1LAlEYhS9RkFmrfkLrsfs5986ukD4EoUW1vlzHO-VgaTO6aOdsKjEwiHahLQyLyGpX9nOmq_gvGjFanfdwHt4DB4BVBDMEEbiuSn6YESTDbDYHUkgIZAnEyHxyEwotiiFeBEth6ENoU8dGKZAzvb7ptCb3l6Z1Z9rvZtCdPN3G0YvpDuPoMY7a-5PGw8_nq_nome_huPkcR4PR9VtCj5tfo0Y_sebqYtS5WQYLniqHeuVP0-Bwe-sgu2vl93Zy2c285WPucIsyRblwPFcLwqlLCgJzoYgnlGKU2AUNuU2xV8TIdajgShHGuPCKLvZY0eaapMHa7G81qJzVdViTfqUenCaVEkNCHcgF5wm1MaP8sKaOtKwGpRMVnEsV1EpuWcvpUlIQyak9lWSw_8g9VoH0FfkFrTp8tw</addsrcrecordid><sourcetype>Aggregation Database</sourcetype><iscdi>true</iscdi><recordtype>article</recordtype><pqid>2034907877</pqid></control><display><type>article</type><title>大型震動台実験に基づくS造中層建物の振動特性の分析</title><source>Elektronische Zeitschriftenbibliothek - Frei zugängliche E-Journals</source><source>J-STAGE (Japan Science &amp; Technology Information Aggregator, Electronic) Freely Available Titles - Japanese</source><creator>東城, 峻樹 ; 中村, 尚弘 ; 佐武, 直紀 ; 土佐内, 優介 ; 梶原, 浩一</creator><creatorcontrib>東城, 峻樹 ; 中村, 尚弘 ; 佐武, 直紀 ; 土佐内, 優介 ; 梶原, 浩一</creatorcontrib><description>Natural period and damping ratio are important values in seismic design. Recently, many of the findings for these values have been obtained from earthquake observation records. However, the observation records of buildings are affected by the soil–structure interaction. Therefore, only the characteristics of the building structure are unclear. This study focused on the structural vibration characteristics by using the records of large shaking table tests. Steel specimens subjected to strong input motion were studied, and the experimental data were analyzed using the ARX model. Moreover, the effects of the experienced largest deformation on the vibration characteristics were investigated.</description><identifier>ISSN: 1340-4202</identifier><identifier>EISSN: 1881-8153</identifier><identifier>DOI: 10.3130/aijs.83.565</identifier><language>jpn</language><publisher>Tokyo: 日本建築学会</publisher><subject>ARXモデル ; Buildings ; Damping ratio ; Deformation effects ; Earthquake dampers ; Seismic design ; Shake table tests ; Shaking ; Soil-structure interaction ; Structural vibration ; S建物 ; 固有周期 ; 大型震動台 ; 振幅依存性 ; 減衰定数</subject><ispartof>日本建築学会構造系論文集, 2018, Vol.83(746), pp.565-575</ispartof><rights>2018 日本建築学会</rights><rights>Copyright Japan Science and Technology Agency 2018</rights><lds50>peer_reviewed</lds50><oa>free_for_read</oa><woscitedreferencessubscribed>false</woscitedreferencessubscribed></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><link.rule.ids>314,780,784,1883,27924,27925</link.rule.ids></links><search><creatorcontrib>東城, 峻樹</creatorcontrib><creatorcontrib>中村, 尚弘</creatorcontrib><creatorcontrib>佐武, 直紀</creatorcontrib><creatorcontrib>土佐内, 優介</creatorcontrib><creatorcontrib>梶原, 浩一</creatorcontrib><title>大型震動台実験に基づくS造中層建物の振動特性の分析</title><title>Nihon Kenchiku Gakkai kōzōkei ronbunshū</title><addtitle>日本建築学会構造系論文集</addtitle><description>Natural period and damping ratio are important values in seismic design. Recently, many of the findings for these values have been obtained from earthquake observation records. However, the observation records of buildings are affected by the soil–structure interaction. Therefore, only the characteristics of the building structure are unclear. This study focused on the structural vibration characteristics by using the records of large shaking table tests. Steel specimens subjected to strong input motion were studied, and the experimental data were analyzed using the ARX model. Moreover, the effects of the experienced largest deformation on the vibration characteristics were investigated.</description><subject>ARXモデル</subject><subject>Buildings</subject><subject>Damping ratio</subject><subject>Deformation effects</subject><subject>Earthquake dampers</subject><subject>Seismic design</subject><subject>Shake table tests</subject><subject>Shaking</subject><subject>Soil-structure interaction</subject><subject>Structural vibration</subject><subject>S建物</subject><subject>固有周期</subject><subject>大型震動台</subject><subject>振幅依存性</subject><subject>減衰定数</subject><issn>1340-4202</issn><issn>1881-8153</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2018</creationdate><recordtype>article</recordtype><recordid>eNo9kE1LAlEYhS9RkFmrfkLrsfs5986ukD4EoUW1vlzHO-VgaTO6aOdsKjEwiHahLQyLyGpX9nOmq_gvGjFanfdwHt4DB4BVBDMEEbiuSn6YESTDbDYHUkgIZAnEyHxyEwotiiFeBEth6ENoU8dGKZAzvb7ptCb3l6Z1Z9rvZtCdPN3G0YvpDuPoMY7a-5PGw8_nq_nome_huPkcR4PR9VtCj5tfo0Y_sebqYtS5WQYLniqHeuVP0-Bwe-sgu2vl93Zy2c285WPucIsyRblwPFcLwqlLCgJzoYgnlGKU2AUNuU2xV8TIdajgShHGuPCKLvZY0eaapMHa7G81qJzVdViTfqUenCaVEkNCHcgF5wm1MaP8sKaOtKwGpRMVnEsV1EpuWcvpUlIQyak9lWSw_8g9VoH0FfkFrTp8tw</recordid><startdate>20180101</startdate><enddate>20180101</enddate><creator>東城, 峻樹</creator><creator>中村, 尚弘</creator><creator>佐武, 直紀</creator><creator>土佐内, 優介</creator><creator>梶原, 浩一</creator><general>日本建築学会</general><general>Japan Science and Technology Agency</general><scope>8FD</scope><scope>FR3</scope><scope>KR7</scope></search><sort><creationdate>20180101</creationdate><title>大型震動台実験に基づくS造中層建物の振動特性の分析</title><author>東城, 峻樹 ; 中村, 尚弘 ; 佐武, 直紀 ; 土佐内, 優介 ; 梶原, 浩一</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-j2797-45a4789fce8374c3b8278a3f8aa5436be07642fd21c9487aa35578fdc2f5d67e3</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>jpn</language><creationdate>2018</creationdate><topic>ARXモデル</topic><topic>Buildings</topic><topic>Damping ratio</topic><topic>Deformation effects</topic><topic>Earthquake dampers</topic><topic>Seismic design</topic><topic>Shake table tests</topic><topic>Shaking</topic><topic>Soil-structure interaction</topic><topic>Structural vibration</topic><topic>S建物</topic><topic>固有周期</topic><topic>大型震動台</topic><topic>振幅依存性</topic><topic>減衰定数</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>東城, 峻樹</creatorcontrib><creatorcontrib>中村, 尚弘</creatorcontrib><creatorcontrib>佐武, 直紀</creatorcontrib><creatorcontrib>土佐内, 優介</creatorcontrib><creatorcontrib>梶原, 浩一</creatorcontrib><collection>Technology Research Database</collection><collection>Engineering Research Database</collection><collection>Civil Engineering Abstracts</collection><jtitle>Nihon Kenchiku Gakkai kōzōkei ronbunshū</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>東城, 峻樹</au><au>中村, 尚弘</au><au>佐武, 直紀</au><au>土佐内, 優介</au><au>梶原, 浩一</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>大型震動台実験に基づくS造中層建物の振動特性の分析</atitle><jtitle>Nihon Kenchiku Gakkai kōzōkei ronbunshū</jtitle><addtitle>日本建築学会構造系論文集</addtitle><date>2018-01-01</date><risdate>2018</risdate><volume>83</volume><issue>746</issue><spage>565</spage><epage>575</epage><pages>565-575</pages><issn>1340-4202</issn><eissn>1881-8153</eissn><abstract>Natural period and damping ratio are important values in seismic design. Recently, many of the findings for these values have been obtained from earthquake observation records. However, the observation records of buildings are affected by the soil–structure interaction. Therefore, only the characteristics of the building structure are unclear. This study focused on the structural vibration characteristics by using the records of large shaking table tests. Steel specimens subjected to strong input motion were studied, and the experimental data were analyzed using the ARX model. Moreover, the effects of the experienced largest deformation on the vibration characteristics were investigated.</abstract><cop>Tokyo</cop><pub>日本建築学会</pub><doi>10.3130/aijs.83.565</doi><tpages>11</tpages><oa>free_for_read</oa></addata></record>
fulltext fulltext
identifier ISSN: 1340-4202
ispartof 日本建築学会構造系論文集, 2018, Vol.83(746), pp.565-575
issn 1340-4202
1881-8153
language jpn
recordid cdi_proquest_journals_2034907877
source Elektronische Zeitschriftenbibliothek - Frei zugängliche E-Journals; J-STAGE (Japan Science & Technology Information Aggregator, Electronic) Freely Available Titles - Japanese
subjects ARXモデル
Buildings
Damping ratio
Deformation effects
Earthquake dampers
Seismic design
Shake table tests
Shaking
Soil-structure interaction
Structural vibration
S建物
固有周期
大型震動台
振幅依存性
減衰定数
title 大型震動台実験に基づくS造中層建物の振動特性の分析
url https://sfx.bib-bvb.de/sfx_tum?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&ctx_tim=2025-01-04T06%3A21%3A32IST&url_ver=Z39.88-2004&url_ctx_fmt=infofi/fmt:kev:mtx:ctx&rfr_id=info:sid/primo.exlibrisgroup.com:primo3-Article-proquest_jstag&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.atitle=%E5%A4%A7%E5%9E%8B%E9%9C%87%E5%8B%95%E5%8F%B0%E5%AE%9F%E9%A8%93%E3%81%AB%E5%9F%BA%E3%81%A5%E3%81%8FS%E9%80%A0%E4%B8%AD%E5%B1%A4%E5%BB%BA%E7%89%A9%E3%81%AE%E6%8C%AF%E5%8B%95%E7%89%B9%E6%80%A7%E3%81%AE%E5%88%86%E6%9E%90&rft.jtitle=Nihon%20Kenchiku%20Gakkai%20k%C5%8Dz%C5%8Dkei%20ronbunsh%C5%AB&rft.au=%E6%9D%B1%E5%9F%8E,%20%E5%B3%BB%E6%A8%B9&rft.date=2018-01-01&rft.volume=83&rft.issue=746&rft.spage=565&rft.epage=575&rft.pages=565-575&rft.issn=1340-4202&rft.eissn=1881-8153&rft_id=info:doi/10.3130/aijs.83.565&rft_dat=%3Cproquest_jstag%3E2034907877%3C/proquest_jstag%3E%3Curl%3E%3C/url%3E&disable_directlink=true&sfx.directlink=off&sfx.report_link=0&rft_id=info:oai/&rft_pqid=2034907877&rft_id=info:pmid/&rfr_iscdi=true