STUDY ON STRUCTURAL PERFORMANCE OF COLUMNS IN HIGH-RISE RC BUILDINGS UNDER LONG-PERIOD EARTHQUAKE GROUND MOTION
The earthquakes will last for a long time and the effects of long-period components of earthquake ground motions on the response of high-rise reinforced concrete buildings are of concern. Static and dynamic loading tests were conducted on the assumption of long-period earthquake ground motion, using...
Gespeichert in:
| Veröffentlicht in: | Journal of Structural and Construction Engineering (Transactions of AIJ) 2015/03/30, Vol.80(709), pp.469-479 |
|---|---|
| Hauptverfasser: | , , , , , |
| Format: | Artikel |
| Sprache: | eng ; jpn |
| Schlagworte: | |
| Online-Zugang: | Volltext |
| Tags: |
Tag hinzufügen
Keine Tags, Fügen Sie den ersten Tag hinzu!
|
| container_end_page | 479 |
|---|---|
| container_issue | 709 |
| container_start_page | 469 |
| container_title | Journal of Structural and Construction Engineering (Transactions of AIJ) |
| container_volume | 80 |
| creator | FURUYA, Akira KITAJIMA, Keiji KUSUNOKI, Koichi TASAI, Akira NAKANISHI, Mitsukazu ADACHI, Hiromi |
| description | The earthquakes will last for a long time and the effects of long-period components of earthquake ground motions on the response of high-rise reinforced concrete buildings are of concern. Static and dynamic loading tests were conducted on the assumption of long-period earthquake ground motion, using specimens that simulated center and corner columns in the lowest story for comparison. In this paper, the axial load support ability and fracture process of the columns by the difference of loading history were investigated. |
| doi_str_mv | 10.3130/aijs.80.469 |
| format | Article |
| fullrecord | <record><control><sourceid>proquest_cross</sourceid><recordid>TN_cdi_proquest_miscellaneous_1685797697</recordid><sourceformat>XML</sourceformat><sourcesystem>PC</sourcesystem><sourcerecordid>1685797697</sourcerecordid><originalsourceid>FETCH-LOGICAL-c2339-4b40d54bdca235d229d6fe4d822fe4983be373c6998cff84da928dc92be73953</originalsourceid><addsrcrecordid>eNo9kM9PgzAYhonRxDk9-Q_0aGKYpS3Q3kTGGJFRLXDw1HSl6Jb9km4H_3tZtuz0fsn7vN_hcZxHD46wh-GLWiztiMIRCdiVM_Ao9Vzq-fi6vzGBLkEQ3Tp31i4hDAgLvIGzLat6_AV4AcpK1HFViygHH4mYcDGLijgBfAJintezogRZAaZZOnVFViZAxOCtzvJxVqQlqItxIkDOi9TttxkfgyQS1fSzjt4TkAre92DGq4wX985Nq1bWPJxz6FSTpIqnbs7TLI5yVyOMmUvmBDY-mTdaIew3CLEmaA1pKEJ9MIrnBodYB4xR3baUNIoh2miG5ibEzMdD5-n0dtdtfw_G7uV6YbVZrdTGbA9WegH1QxYGLOzR5xOqu621nWnlrlusVfcnPSiPVuXRqqRQ9lZ7-vVEL-1efZsLq7r9Qq_MhQ0hO08ulf5RnTQb_A9KyHki</addsrcrecordid><sourcetype>Aggregation Database</sourcetype><iscdi>true</iscdi><recordtype>article</recordtype><pqid>1685797697</pqid></control><display><type>article</type><title>STUDY ON STRUCTURAL PERFORMANCE OF COLUMNS IN HIGH-RISE RC BUILDINGS UNDER LONG-PERIOD EARTHQUAKE GROUND MOTION</title><source>J-STAGE (Japan Science & Technology Information Aggregator, Electronic) Freely Available Titles - Japanese</source><source>Elektronische Zeitschriftenbibliothek - Frei zugängliche E-Journals</source><creator>FURUYA, Akira ; KITAJIMA, Keiji ; KUSUNOKI, Koichi ; TASAI, Akira ; NAKANISHI, Mitsukazu ; ADACHI, Hiromi</creator><creatorcontrib>FURUYA, Akira ; KITAJIMA, Keiji ; KUSUNOKI, Koichi ; TASAI, Akira ; NAKANISHI, Mitsukazu ; ADACHI, Hiromi</creatorcontrib><description>The earthquakes will last for a long time and the effects of long-period components of earthquake ground motions on the response of high-rise reinforced concrete buildings are of concern. Static and dynamic loading tests were conducted on the assumption of long-period earthquake ground motion, using specimens that simulated center and corner columns in the lowest story for comparison. In this paper, the axial load support ability and fracture process of the columns by the difference of loading history were investigated.</description><identifier>ISSN: 1340-4202</identifier><identifier>EISSN: 1881-8153</identifier><identifier>DOI: 10.3130/aijs.80.469</identifier><language>eng ; jpn</language><publisher>Architectural Institute of Japan</publisher><subject>axis loading capacity ; Buildings ; column ; Columns (process) ; dynamic loadings ; Earthquake construction ; Earthquake engineering ; Fracture mechanics ; Ground motion ; High rise buildings ; high-rise RC buildings ; long-period earthquake ground motion ; many cyclic loadings ; Seismic phenomena</subject><ispartof>Journal of Structural and Construction Engineering (Transactions of AIJ), 2015/03/30, Vol.80(709), pp.469-479</ispartof><rights>2015 Architectural Institute of Japan</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>314,776,780,1877,27901,27902</link.rule.ids></links><search><creatorcontrib>FURUYA, Akira</creatorcontrib><creatorcontrib>KITAJIMA, Keiji</creatorcontrib><creatorcontrib>KUSUNOKI, Koichi</creatorcontrib><creatorcontrib>TASAI, Akira</creatorcontrib><creatorcontrib>NAKANISHI, Mitsukazu</creatorcontrib><creatorcontrib>ADACHI, Hiromi</creatorcontrib><title>STUDY ON STRUCTURAL PERFORMANCE OF COLUMNS IN HIGH-RISE RC BUILDINGS UNDER LONG-PERIOD EARTHQUAKE GROUND MOTION</title><title>Journal of Structural and Construction Engineering (Transactions of AIJ)</title><addtitle>J. Struct. Constr. Eng.</addtitle><description>The earthquakes will last for a long time and the effects of long-period components of earthquake ground motions on the response of high-rise reinforced concrete buildings are of concern. Static and dynamic loading tests were conducted on the assumption of long-period earthquake ground motion, using specimens that simulated center and corner columns in the lowest story for comparison. In this paper, the axial load support ability and fracture process of the columns by the difference of loading history were investigated.</description><subject>axis loading capacity</subject><subject>Buildings</subject><subject>column</subject><subject>Columns (process)</subject><subject>dynamic loadings</subject><subject>Earthquake construction</subject><subject>Earthquake engineering</subject><subject>Fracture mechanics</subject><subject>Ground motion</subject><subject>High rise buildings</subject><subject>high-rise RC buildings</subject><subject>long-period earthquake ground motion</subject><subject>many cyclic loadings</subject><subject>Seismic phenomena</subject><issn>1340-4202</issn><issn>1881-8153</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2015</creationdate><recordtype>article</recordtype><recordid>eNo9kM9PgzAYhonRxDk9-Q_0aGKYpS3Q3kTGGJFRLXDw1HSl6Jb9km4H_3tZtuz0fsn7vN_hcZxHD46wh-GLWiztiMIRCdiVM_Ao9Vzq-fi6vzGBLkEQ3Tp31i4hDAgLvIGzLat6_AV4AcpK1HFViygHH4mYcDGLijgBfAJintezogRZAaZZOnVFViZAxOCtzvJxVqQlqItxIkDOi9TttxkfgyQS1fSzjt4TkAre92DGq4wX985Nq1bWPJxz6FSTpIqnbs7TLI5yVyOMmUvmBDY-mTdaIew3CLEmaA1pKEJ9MIrnBodYB4xR3baUNIoh2miG5ibEzMdD5-n0dtdtfw_G7uV6YbVZrdTGbA9WegH1QxYGLOzR5xOqu621nWnlrlusVfcnPSiPVuXRqqRQ9lZ7-vVEL-1efZsLq7r9Qq_MhQ0hO08ulf5RnTQb_A9KyHki</recordid><startdate>20150330</startdate><enddate>20150330</enddate><creator>FURUYA, Akira</creator><creator>KITAJIMA, Keiji</creator><creator>KUSUNOKI, Koichi</creator><creator>TASAI, Akira</creator><creator>NAKANISHI, Mitsukazu</creator><creator>ADACHI, Hiromi</creator><general>Architectural Institute of Japan</general><scope>AAYXX</scope><scope>CITATION</scope><scope>7SM</scope><scope>8FD</scope><scope>FR3</scope><scope>KR7</scope></search><sort><creationdate>20150330</creationdate><title>STUDY ON STRUCTURAL PERFORMANCE OF COLUMNS IN HIGH-RISE RC BUILDINGS UNDER LONG-PERIOD EARTHQUAKE GROUND MOTION</title><author>FURUYA, Akira ; KITAJIMA, Keiji ; KUSUNOKI, Koichi ; TASAI, Akira ; NAKANISHI, Mitsukazu ; ADACHI, Hiromi</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c2339-4b40d54bdca235d229d6fe4d822fe4983be373c6998cff84da928dc92be73953</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng ; jpn</language><creationdate>2015</creationdate><topic>axis loading capacity</topic><topic>Buildings</topic><topic>column</topic><topic>Columns (process)</topic><topic>dynamic loadings</topic><topic>Earthquake construction</topic><topic>Earthquake engineering</topic><topic>Fracture mechanics</topic><topic>Ground motion</topic><topic>High rise buildings</topic><topic>high-rise RC buildings</topic><topic>long-period earthquake ground motion</topic><topic>many cyclic loadings</topic><topic>Seismic phenomena</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>FURUYA, Akira</creatorcontrib><creatorcontrib>KITAJIMA, Keiji</creatorcontrib><creatorcontrib>KUSUNOKI, Koichi</creatorcontrib><creatorcontrib>TASAI, Akira</creatorcontrib><creatorcontrib>NAKANISHI, Mitsukazu</creatorcontrib><creatorcontrib>ADACHI, Hiromi</creatorcontrib><collection>CrossRef</collection><collection>Earthquake Engineering Abstracts</collection><collection>Technology Research Database</collection><collection>Engineering Research Database</collection><collection>Civil Engineering Abstracts</collection><jtitle>Journal of Structural and Construction Engineering (Transactions of AIJ)</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>FURUYA, Akira</au><au>KITAJIMA, Keiji</au><au>KUSUNOKI, Koichi</au><au>TASAI, Akira</au><au>NAKANISHI, Mitsukazu</au><au>ADACHI, Hiromi</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>STUDY ON STRUCTURAL PERFORMANCE OF COLUMNS IN HIGH-RISE RC BUILDINGS UNDER LONG-PERIOD EARTHQUAKE GROUND MOTION</atitle><jtitle>Journal of Structural and Construction Engineering (Transactions of AIJ)</jtitle><addtitle>J. Struct. Constr. Eng.</addtitle><date>2015-03-30</date><risdate>2015</risdate><volume>80</volume><issue>709</issue><spage>469</spage><epage>479</epage><pages>469-479</pages><issn>1340-4202</issn><eissn>1881-8153</eissn><abstract>The earthquakes will last for a long time and the effects of long-period components of earthquake ground motions on the response of high-rise reinforced concrete buildings are of concern. Static and dynamic loading tests were conducted on the assumption of long-period earthquake ground motion, using specimens that simulated center and corner columns in the lowest story for comparison. In this paper, the axial load support ability and fracture process of the columns by the difference of loading history were investigated.</abstract><pub>Architectural Institute of Japan</pub><doi>10.3130/aijs.80.469</doi><tpages>11</tpages><oa>free_for_read</oa></addata></record> |
| fulltext | fulltext |
| identifier | ISSN: 1340-4202 |
| ispartof | Journal of Structural and Construction Engineering (Transactions of AIJ), 2015/03/30, Vol.80(709), pp.469-479 |
| issn | 1340-4202 1881-8153 |
| language | eng ; jpn |
| recordid | cdi_proquest_miscellaneous_1685797697 |
| source | J-STAGE (Japan Science & Technology Information Aggregator, Electronic) Freely Available Titles - Japanese; Elektronische Zeitschriftenbibliothek - Frei zugängliche E-Journals |
| subjects | axis loading capacity Buildings column Columns (process) dynamic loadings Earthquake construction Earthquake engineering Fracture mechanics Ground motion High rise buildings high-rise RC buildings long-period earthquake ground motion many cyclic loadings Seismic phenomena |
| title | STUDY ON STRUCTURAL PERFORMANCE OF COLUMNS IN HIGH-RISE RC BUILDINGS UNDER LONG-PERIOD EARTHQUAKE GROUND MOTION |
| url | https://sfx.bib-bvb.de/sfx_tum?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&ctx_tim=2025-02-05T21%3A10%3A19IST&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=STUDY%20ON%20STRUCTURAL%20PERFORMANCE%20OF%20COLUMNS%20IN%20HIGH-RISE%20RC%20BUILDINGS%20UNDER%20LONG-PERIOD%20EARTHQUAKE%20GROUND%20MOTION&rft.jtitle=Journal%20of%20Structural%20and%20Construction%20Engineering%20(Transactions%20of%20AIJ)&rft.au=FURUYA,%20Akira&rft.date=2015-03-30&rft.volume=80&rft.issue=709&rft.spage=469&rft.epage=479&rft.pages=469-479&rft.issn=1340-4202&rft.eissn=1881-8153&rft_id=info:doi/10.3130/aijs.80.469&rft_dat=%3Cproquest_cross%3E1685797697%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=1685797697&rft_id=info:pmid/&rfr_iscdi=true |