RESPONSE REDUCTION EFFECT OF BUILDINGS DUE TO BASE UPLIFT AGAINST PULSE-LIKE GROUND MOTIONS
We study how pulse period influence response reduction effect due to base uplift. Following results are obtained. 1) We can expect response reduction effect if base uplift occurs when pulse period is nearly equal to or larger than fundamental natural period of buildings. 2) We cannot always expect r...
Gespeichert in:
| Veröffentlicht in: | AIJ Journal of Technology and Design 2015/06/20, Vol.21(48), pp.539-544 |
|---|---|
| Hauptverfasser: | , , , |
| Format: | Artikel |
| Sprache: | eng ; jpn |
| Schlagworte: | |
| Online-Zugang: | Volltext |
| Tags: |
Tag hinzufügen
Keine Tags, Fügen Sie den ersten Tag hinzu!
|
| container_end_page | 544 |
|---|---|
| container_issue | 48 |
| container_start_page | 539 |
| container_title | AIJ Journal of Technology and Design |
| container_volume | 21 |
| creator | YOKOYAMA, Ryo TAKEMOTO, Naoki SUGINO, Mina HAYASHI, Yasuhiro |
| description | We study how pulse period influence response reduction effect due to base uplift. Following results are obtained. 1) We can expect response reduction effect if base uplift occurs when pulse period is nearly equal to or larger than fundamental natural period of buildings. 2) We cannot always expect response reduction effect if base uplift occurs when pulse period is smaller than fundamental natural period and higher modes upper structure and base response are not in the same phase are excited. 3) We cannot expect response reduction effect if maximum shear deformation angle appears before base uplift occurs when pulse period is much smaller. |
| doi_str_mv | 10.3130/aijt.21.539 |
| format | Article |
| fullrecord | <record><control><sourceid>proquest_cross</sourceid><recordid>TN_cdi_proquest_miscellaneous_1762060273</recordid><sourceformat>XML</sourceformat><sourcesystem>PC</sourcesystem><sourcerecordid>1762060273</sourcerecordid><originalsourceid>FETCH-LOGICAL-c2329-8d68e3e057f6c5936aa647bea2bd1ecfc7c9af55b9b3374b6b74508586c0f5b83</originalsourceid><addsrcrecordid>eNo90EFPgzAUB3BiNHGZO_kFejQxzJbSUk6GsYJEhGXAyUNTuqIsbFPKDn57Wbbs8t5L3u-9w9-yHhGcY4Thi2y3w9xBc4L9G2uCGEM2G-vtOGMX2b5L8b01M6atISQ-RMwlE-tzzYtVnhUcrPmyCsskzwCPIh6WII_AokrSZZLFBVhWHJQ5WASjrFZpEpUgiIMkK0qwqtKC22nyzkG8zqtsCT7y05_iwbprZGf07NKnVhXxMnyz0zxOwiC1lYMd32YbyjTWkHgNVcTHVErqerWWTr1BWjXKU75sCKn9GmPPrWntuQQywqiCDakZnlpP578__eH3qM0gdq1RuuvkXh-ORiCPOpBCx8MjfT5T1R-M6XUjfvp2J_s_gaA4pShOKQoHiTHFUb-e9dYM8ktfreyHVnX6al12ubhu1Lfshd7jf6OUdDU</addsrcrecordid><sourcetype>Aggregation Database</sourcetype><iscdi>true</iscdi><recordtype>article</recordtype><pqid>1762060273</pqid></control><display><type>article</type><title>RESPONSE REDUCTION EFFECT OF BUILDINGS DUE TO BASE UPLIFT AGAINST PULSE-LIKE GROUND MOTIONS</title><source>J-STAGE Free</source><creator>YOKOYAMA, Ryo ; TAKEMOTO, Naoki ; SUGINO, Mina ; HAYASHI, Yasuhiro</creator><creatorcontrib>YOKOYAMA, Ryo ; TAKEMOTO, Naoki ; SUGINO, Mina ; HAYASHI, Yasuhiro</creatorcontrib><description>We study how pulse period influence response reduction effect due to base uplift. Following results are obtained. 1) We can expect response reduction effect if base uplift occurs when pulse period is nearly equal to or larger than fundamental natural period of buildings. 2) We cannot always expect response reduction effect if base uplift occurs when pulse period is smaller than fundamental natural period and higher modes upper structure and base response are not in the same phase are excited. 3) We cannot expect response reduction effect if maximum shear deformation angle appears before base uplift occurs when pulse period is much smaller.</description><identifier>ISSN: 1341-9463</identifier><identifier>EISSN: 1881-8188</identifier><identifier>DOI: 10.3130/aijt.21.539</identifier><language>eng ; jpn</language><publisher>Architectural Institute of Japan</publisher><subject>Base uplift ; Buildings ; Excitation ; Ground motion ; Pulse-like ground motion ; Reduction ; Ricker wavelet ; Shaking table test ; Shear deformation ; Sinusoidal pulse ; Uplift</subject><ispartof>AIJ Journal of Technology and Design, 2015/06/20, Vol.21(48), pp.539-544</ispartof><rights>2015 Architectural Institute of Japan</rights><lds50>peer_reviewed</lds50><oa>free_for_read</oa><woscitedreferencessubscribed>false</woscitedreferencessubscribed><cites>FETCH-LOGICAL-c2329-8d68e3e057f6c5936aa647bea2bd1ecfc7c9af55b9b3374b6b74508586c0f5b83</cites></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><link.rule.ids>314,776,780,1876,27903,27904</link.rule.ids></links><search><creatorcontrib>YOKOYAMA, Ryo</creatorcontrib><creatorcontrib>TAKEMOTO, Naoki</creatorcontrib><creatorcontrib>SUGINO, Mina</creatorcontrib><creatorcontrib>HAYASHI, Yasuhiro</creatorcontrib><title>RESPONSE REDUCTION EFFECT OF BUILDINGS DUE TO BASE UPLIFT AGAINST PULSE-LIKE GROUND MOTIONS</title><title>AIJ Journal of Technology and Design</title><addtitle>AIJ J. Technol. Des.</addtitle><description>We study how pulse period influence response reduction effect due to base uplift. Following results are obtained. 1) We can expect response reduction effect if base uplift occurs when pulse period is nearly equal to or larger than fundamental natural period of buildings. 2) We cannot always expect response reduction effect if base uplift occurs when pulse period is smaller than fundamental natural period and higher modes upper structure and base response are not in the same phase are excited. 3) We cannot expect response reduction effect if maximum shear deformation angle appears before base uplift occurs when pulse period is much smaller.</description><subject>Base uplift</subject><subject>Buildings</subject><subject>Excitation</subject><subject>Ground motion</subject><subject>Pulse-like ground motion</subject><subject>Reduction</subject><subject>Ricker wavelet</subject><subject>Shaking table test</subject><subject>Shear deformation</subject><subject>Sinusoidal pulse</subject><subject>Uplift</subject><issn>1341-9463</issn><issn>1881-8188</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2015</creationdate><recordtype>article</recordtype><recordid>eNo90EFPgzAUB3BiNHGZO_kFejQxzJbSUk6GsYJEhGXAyUNTuqIsbFPKDn57Wbbs8t5L3u-9w9-yHhGcY4Thi2y3w9xBc4L9G2uCGEM2G-vtOGMX2b5L8b01M6atISQ-RMwlE-tzzYtVnhUcrPmyCsskzwCPIh6WII_AokrSZZLFBVhWHJQ5WASjrFZpEpUgiIMkK0qwqtKC22nyzkG8zqtsCT7y05_iwbprZGf07NKnVhXxMnyz0zxOwiC1lYMd32YbyjTWkHgNVcTHVErqerWWTr1BWjXKU75sCKn9GmPPrWntuQQywqiCDakZnlpP578__eH3qM0gdq1RuuvkXh-ORiCPOpBCx8MjfT5T1R-M6XUjfvp2J_s_gaA4pShOKQoHiTHFUb-e9dYM8ktfreyHVnX6al12ubhu1Lfshd7jf6OUdDU</recordid><startdate>20150101</startdate><enddate>20150101</enddate><creator>YOKOYAMA, Ryo</creator><creator>TAKEMOTO, Naoki</creator><creator>SUGINO, Mina</creator><creator>HAYASHI, Yasuhiro</creator><general>Architectural Institute of Japan</general><scope>AAYXX</scope><scope>CITATION</scope><scope>8FD</scope><scope>FR3</scope><scope>KR7</scope></search><sort><creationdate>20150101</creationdate><title>RESPONSE REDUCTION EFFECT OF BUILDINGS DUE TO BASE UPLIFT AGAINST PULSE-LIKE GROUND MOTIONS</title><author>YOKOYAMA, Ryo ; TAKEMOTO, Naoki ; SUGINO, Mina ; HAYASHI, Yasuhiro</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c2329-8d68e3e057f6c5936aa647bea2bd1ecfc7c9af55b9b3374b6b74508586c0f5b83</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng ; jpn</language><creationdate>2015</creationdate><topic>Base uplift</topic><topic>Buildings</topic><topic>Excitation</topic><topic>Ground motion</topic><topic>Pulse-like ground motion</topic><topic>Reduction</topic><topic>Ricker wavelet</topic><topic>Shaking table test</topic><topic>Shear deformation</topic><topic>Sinusoidal pulse</topic><topic>Uplift</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>YOKOYAMA, Ryo</creatorcontrib><creatorcontrib>TAKEMOTO, Naoki</creatorcontrib><creatorcontrib>SUGINO, Mina</creatorcontrib><creatorcontrib>HAYASHI, Yasuhiro</creatorcontrib><collection>CrossRef</collection><collection>Technology Research Database</collection><collection>Engineering Research Database</collection><collection>Civil Engineering Abstracts</collection><jtitle>AIJ Journal of Technology and Design</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>YOKOYAMA, Ryo</au><au>TAKEMOTO, Naoki</au><au>SUGINO, Mina</au><au>HAYASHI, Yasuhiro</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>RESPONSE REDUCTION EFFECT OF BUILDINGS DUE TO BASE UPLIFT AGAINST PULSE-LIKE GROUND MOTIONS</atitle><jtitle>AIJ Journal of Technology and Design</jtitle><addtitle>AIJ J. Technol. Des.</addtitle><date>2015-01-01</date><risdate>2015</risdate><volume>21</volume><issue>48</issue><spage>539</spage><epage>544</epage><pages>539-544</pages><issn>1341-9463</issn><eissn>1881-8188</eissn><abstract>We study how pulse period influence response reduction effect due to base uplift. Following results are obtained. 1) We can expect response reduction effect if base uplift occurs when pulse period is nearly equal to or larger than fundamental natural period of buildings. 2) We cannot always expect response reduction effect if base uplift occurs when pulse period is smaller than fundamental natural period and higher modes upper structure and base response are not in the same phase are excited. 3) We cannot expect response reduction effect if maximum shear deformation angle appears before base uplift occurs when pulse period is much smaller.</abstract><pub>Architectural Institute of Japan</pub><doi>10.3130/aijt.21.539</doi><tpages>6</tpages><oa>free_for_read</oa></addata></record> |
| fulltext | fulltext |
| identifier | ISSN: 1341-9463 |
| ispartof | AIJ Journal of Technology and Design, 2015/06/20, Vol.21(48), pp.539-544 |
| issn | 1341-9463 1881-8188 |
| language | eng ; jpn |
| recordid | cdi_proquest_miscellaneous_1762060273 |
| source | J-STAGE Free |
| subjects | Base uplift Buildings Excitation Ground motion Pulse-like ground motion Reduction Ricker wavelet Shaking table test Shear deformation Sinusoidal pulse Uplift |
| title | RESPONSE REDUCTION EFFECT OF BUILDINGS DUE TO BASE UPLIFT AGAINST PULSE-LIKE GROUND MOTIONS |
| url | https://sfx.bib-bvb.de/sfx_tum?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&ctx_tim=2025-01-21T19%3A06%3A28IST&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=RESPONSE%20REDUCTION%20EFFECT%20OF%20BUILDINGS%20DUE%20TO%20BASE%20UPLIFT%20AGAINST%20PULSE-LIKE%20GROUND%20MOTIONS&rft.jtitle=AIJ%20Journal%20of%20Technology%20and%20Design&rft.au=YOKOYAMA,%20Ryo&rft.date=2015-01-01&rft.volume=21&rft.issue=48&rft.spage=539&rft.epage=544&rft.pages=539-544&rft.issn=1341-9463&rft.eissn=1881-8188&rft_id=info:doi/10.3130/aijt.21.539&rft_dat=%3Cproquest_cross%3E1762060273%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=1762060273&rft_id=info:pmid/&rfr_iscdi=true |