LATERAL LOADING TEST OF TIMBER ASSEMBLY CONTINUOUS COLUMN- CONNECTING BEAM FRAME: Development of timber assembly continuous column connecting structure [No.2]
The authors are developing a timber assembly continuous column connecting structure as a timber skeleton structure which aims to enable long-term maintenance for small-scale buildings. In a previous report, a lateral load test of the continuous column structure was conducted, providing empirical evi...
Gespeichert in:
| Veröffentlicht in: | AIJ Journal of Technology and Design 2020/10/20, Vol.26(64), pp.946-951 |
|---|---|
| Hauptverfasser: | , , |
| Format: | Artikel |
| Sprache: | jpn |
| Schlagworte: | |
| Online-Zugang: | Volltext |
| Tags: |
Tag hinzufügen
Keine Tags, Fügen Sie den ersten Tag hinzu!
|
| container_end_page | 951 |
|---|---|
| container_issue | 64 |
| container_start_page | 946 |
| container_title | AIJ Journal of Technology and Design |
| container_volume | 26 |
| creator | KAJIKAWA, Hisamitsu IMAMIYA, Kohei OGAWA, Haruhiko |
| description | The authors are developing a timber assembly continuous column connecting structure as a timber skeleton structure which aims to enable long-term maintenance for small-scale buildings. In a previous report, a lateral load test of the continuous column structure was conducted, providing empirical evidence of the standalone column’s structural performance. In this report, the authors empirically tested the structural performance of the column and beam framework by conducting a lateral load test of the timber assembly continuous column connecting beam framework and an incremental plasticity analysis using a wire-frame model of the column and beam components. |
| doi_str_mv | 10.3130/aijt.26.946 |
| format | Article |
| fullrecord | <record><control><sourceid>proquest_cross</sourceid><recordid>TN_cdi_proquest_journals_2457268309</recordid><sourceformat>XML</sourceformat><sourcesystem>PC</sourcesystem><sourcerecordid>2457268309</sourcerecordid><originalsourceid>FETCH-LOGICAL-c190t-f035d89939cb0039454a2f56ef6b956c9a4addd3c0a6a6779aa31ffc0d98e753</originalsourceid><addsrcrecordid>eNo9kMtOwzAQRS0EElXpih-IxBKl2PEj8QqlxS2R8kCNu2BluY4DqUpbnHTB35OoVTczoztnHroAPCI4xQjDF91su2nAppywGzBCUYT8qI-3fY0J8nsZ34NJ2zYbCCmHKCJ0BD7SWIpVnHppEb8l-dKTopResfBkks3EyovLUmSz9NObF7lM8nWxLvsyXWe5P0i5mMthaibizFus4kw8gLta71o7ueQxkAsh5-9-WiyTeZz6BnHY-TXEtIo4x9z072BOKNFBTZmt2YZTZrgmuqoqbKBmmoUh1xqjujaw4pENKR6Dp_Paozv8nmzbqe3h5Pb9RRUQGgYswpD31POZMu7Qts7W6uiaH-3-FIJqME0NpqmAqcGdMXg909u201_2ymrXNWZnrywjl4lrx3xrp-we_wM5lW8E</addsrcrecordid><sourcetype>Aggregation Database</sourcetype><iscdi>true</iscdi><recordtype>article</recordtype><pqid>2457268309</pqid></control><display><type>article</type><title>LATERAL LOADING TEST OF TIMBER ASSEMBLY CONTINUOUS COLUMN- CONNECTING BEAM FRAME: Development of timber assembly continuous column connecting structure [No.2]</title><source>J-STAGE Free</source><creator>KAJIKAWA, Hisamitsu ; IMAMIYA, Kohei ; OGAWA, Haruhiko</creator><creatorcontrib>KAJIKAWA, Hisamitsu ; IMAMIYA, Kohei ; OGAWA, Haruhiko</creatorcontrib><description>The authors are developing a timber assembly continuous column connecting structure as a timber skeleton structure which aims to enable long-term maintenance for small-scale buildings. In a previous report, a lateral load test of the continuous column structure was conducted, providing empirical evidence of the standalone column’s structural performance. In this report, the authors empirically tested the structural performance of the column and beam framework by conducting a lateral load test of the timber assembly continuous column connecting beam framework and an incremental plasticity analysis using a wire-frame model of the column and beam components.</description><identifier>ISSN: 1341-9463</identifier><identifier>EISSN: 1881-8188</identifier><identifier>DOI: 10.3130/aijt.26.946</identifier><language>jpn</language><publisher>Tokyo: Architectural Institute of Japan</publisher><subject>Assembly ; Columnar structure ; Connecting beam ; Empirical analysis ; Frame model ; Lateral loading test ; Lateral loads ; Load tests ; Timber (structural) ; Timber assembly continuous column connecting structure ; Wireframe models ; Wood-based glued composite panel ; Wooden skeleton structure</subject><ispartof>AIJ Journal of Technology and Design, 2020/10/20, Vol.26(64), pp.946-951</ispartof><rights>2020, Architectural Institute of Japan</rights><rights>Copyright Japan Science and Technology Agency 2020</rights><lds50>peer_reviewed</lds50><oa>free_for_read</oa><woscitedreferencessubscribed>false</woscitedreferencessubscribed><cites>FETCH-LOGICAL-c190t-f035d89939cb0039454a2f56ef6b956c9a4addd3c0a6a6779aa31ffc0d98e753</cites></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><link.rule.ids>314,776,780,1876,27902,27903</link.rule.ids></links><search><creatorcontrib>KAJIKAWA, Hisamitsu</creatorcontrib><creatorcontrib>IMAMIYA, Kohei</creatorcontrib><creatorcontrib>OGAWA, Haruhiko</creatorcontrib><title>LATERAL LOADING TEST OF TIMBER ASSEMBLY CONTINUOUS COLUMN- CONNECTING BEAM FRAME: Development of timber assembly continuous column connecting structure [No.2]</title><title>AIJ Journal of Technology and Design</title><addtitle>AIJ J. Technol. Des.</addtitle><description>The authors are developing a timber assembly continuous column connecting structure as a timber skeleton structure which aims to enable long-term maintenance for small-scale buildings. In a previous report, a lateral load test of the continuous column structure was conducted, providing empirical evidence of the standalone column’s structural performance. In this report, the authors empirically tested the structural performance of the column and beam framework by conducting a lateral load test of the timber assembly continuous column connecting beam framework and an incremental plasticity analysis using a wire-frame model of the column and beam components.</description><subject>Assembly</subject><subject>Columnar structure</subject><subject>Connecting beam</subject><subject>Empirical analysis</subject><subject>Frame model</subject><subject>Lateral loading test</subject><subject>Lateral loads</subject><subject>Load tests</subject><subject>Timber (structural)</subject><subject>Timber assembly continuous column connecting structure</subject><subject>Wireframe models</subject><subject>Wood-based glued composite panel</subject><subject>Wooden skeleton structure</subject><issn>1341-9463</issn><issn>1881-8188</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2020</creationdate><recordtype>article</recordtype><recordid>eNo9kMtOwzAQRS0EElXpih-IxBKl2PEj8QqlxS2R8kCNu2BluY4DqUpbnHTB35OoVTczoztnHroAPCI4xQjDF91su2nAppywGzBCUYT8qI-3fY0J8nsZ34NJ2zYbCCmHKCJ0BD7SWIpVnHppEb8l-dKTopResfBkks3EyovLUmSz9NObF7lM8nWxLvsyXWe5P0i5mMthaibizFus4kw8gLta71o7ueQxkAsh5-9-WiyTeZz6BnHY-TXEtIo4x9z072BOKNFBTZmt2YZTZrgmuqoqbKBmmoUh1xqjujaw4pENKR6Dp_Paozv8nmzbqe3h5Pb9RRUQGgYswpD31POZMu7Qts7W6uiaH-3-FIJqME0NpqmAqcGdMXg909u201_2ymrXNWZnrywjl4lrx3xrp-we_wM5lW8E</recordid><startdate>20201020</startdate><enddate>20201020</enddate><creator>KAJIKAWA, Hisamitsu</creator><creator>IMAMIYA, Kohei</creator><creator>OGAWA, Haruhiko</creator><general>Architectural Institute of Japan</general><general>Japan Science and Technology Agency</general><scope>AAYXX</scope><scope>CITATION</scope><scope>8FD</scope><scope>FR3</scope><scope>KR7</scope></search><sort><creationdate>20201020</creationdate><title>LATERAL LOADING TEST OF TIMBER ASSEMBLY CONTINUOUS COLUMN- CONNECTING BEAM FRAME</title><author>KAJIKAWA, Hisamitsu ; IMAMIYA, Kohei ; OGAWA, Haruhiko</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c190t-f035d89939cb0039454a2f56ef6b956c9a4addd3c0a6a6779aa31ffc0d98e753</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>jpn</language><creationdate>2020</creationdate><topic>Assembly</topic><topic>Columnar structure</topic><topic>Connecting beam</topic><topic>Empirical analysis</topic><topic>Frame model</topic><topic>Lateral loading test</topic><topic>Lateral loads</topic><topic>Load tests</topic><topic>Timber (structural)</topic><topic>Timber assembly continuous column connecting structure</topic><topic>Wireframe models</topic><topic>Wood-based glued composite panel</topic><topic>Wooden skeleton structure</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>KAJIKAWA, Hisamitsu</creatorcontrib><creatorcontrib>IMAMIYA, Kohei</creatorcontrib><creatorcontrib>OGAWA, Haruhiko</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>KAJIKAWA, Hisamitsu</au><au>IMAMIYA, Kohei</au><au>OGAWA, Haruhiko</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>LATERAL LOADING TEST OF TIMBER ASSEMBLY CONTINUOUS COLUMN- CONNECTING BEAM FRAME: Development of timber assembly continuous column connecting structure [No.2]</atitle><jtitle>AIJ Journal of Technology and Design</jtitle><addtitle>AIJ J. Technol. Des.</addtitle><date>2020-10-20</date><risdate>2020</risdate><volume>26</volume><issue>64</issue><spage>946</spage><epage>951</epage><pages>946-951</pages><issn>1341-9463</issn><eissn>1881-8188</eissn><abstract>The authors are developing a timber assembly continuous column connecting structure as a timber skeleton structure which aims to enable long-term maintenance for small-scale buildings. In a previous report, a lateral load test of the continuous column structure was conducted, providing empirical evidence of the standalone column’s structural performance. In this report, the authors empirically tested the structural performance of the column and beam framework by conducting a lateral load test of the timber assembly continuous column connecting beam framework and an incremental plasticity analysis using a wire-frame model of the column and beam components.</abstract><cop>Tokyo</cop><pub>Architectural Institute of Japan</pub><doi>10.3130/aijt.26.946</doi><tpages>6</tpages><oa>free_for_read</oa></addata></record> |
| fulltext | fulltext |
| identifier | ISSN: 1341-9463 |
| ispartof | AIJ Journal of Technology and Design, 2020/10/20, Vol.26(64), pp.946-951 |
| issn | 1341-9463 1881-8188 |
| language | jpn |
| recordid | cdi_proquest_journals_2457268309 |
| source | J-STAGE Free |
| subjects | Assembly Columnar structure Connecting beam Empirical analysis Frame model Lateral loading test Lateral loads Load tests Timber (structural) Timber assembly continuous column connecting structure Wireframe models Wood-based glued composite panel Wooden skeleton structure |
| title | LATERAL LOADING TEST OF TIMBER ASSEMBLY CONTINUOUS COLUMN- CONNECTING BEAM FRAME: Development of timber assembly continuous column connecting structure [No.2] |
| url | https://sfx.bib-bvb.de/sfx_tum?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&ctx_tim=2025-01-27T08%3A55%3A34IST&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=LATERAL%20LOADING%20TEST%20OF%20TIMBER%20ASSEMBLY%20CONTINUOUS%20COLUMN-%20CONNECTING%20BEAM%20FRAME:%20Development%20of%20timber%20assembly%20continuous%20column%20connecting%20structure%20%5BNo.2%5D&rft.jtitle=AIJ%20Journal%20of%20Technology%20and%20Design&rft.au=KAJIKAWA,%20Hisamitsu&rft.date=2020-10-20&rft.volume=26&rft.issue=64&rft.spage=946&rft.epage=951&rft.pages=946-951&rft.issn=1341-9463&rft.eissn=1881-8188&rft_id=info:doi/10.3130/aijt.26.946&rft_dat=%3Cproquest_cross%3E2457268309%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=2457268309&rft_id=info:pmid/&rfr_iscdi=true |