Static and Cyclic Behavior of Wooden Frames with Tenon Joints under Lateral Load
In this paper, the results of static and cyclic lateral load tests on the wooden frames that constitute an ancient Korean commoner's house are presented. The typical form of beam-column joint used for this type of house is a tenon. Full-scale models of two types of frames are used for testing....
Gespeichert in:
Veröffentlicht in: | Journal of structural engineering (New York, N.Y.) N.Y.), 1999-03, Vol.125 (3), p.344-349 |
---|---|
Hauptverfasser: | , , |
Format: | Artikel |
Sprache: | eng |
Schlagworte: | |
Online-Zugang: | Volltext |
Tags: |
Tag hinzufügen
Keine Tags, Fügen Sie den ersten Tag hinzu!
|
container_end_page | 349 |
---|---|
container_issue | 3 |
container_start_page | 344 |
container_title | Journal of structural engineering (New York, N.Y.) |
container_volume | 125 |
creator | Seo, Jeong-Moon Choi, In-Kil Lee, Jong-Rim |
description | In this paper, the results of static and cyclic lateral load tests on the wooden frames that constitute an ancient Korean commoner's house are presented. The typical form of beam-column joint used for this type of house is a tenon. Full-scale models of two types of frames are used for testing. The effects of joint type and wooden lattice on the lateral loading capacity and the failure modes of frames are investigated. The tests show a significant nonlinearity and inelasticity in the load-displacement curve. The general failure modes of joints are either shear or bending failure at the mortise branches of a tenon. The nonlinear hysteretic characteristics of the frame are identified and modeled by the so-called modified Double Target model. |
doi_str_mv | 10.1061/(ASCE)0733-9445(1999)125:3(344) |
format | Article |
fullrecord | <record><control><sourceid>proquest_cross</sourceid><recordid>TN_cdi_proquest_miscellaneous_27156302</recordid><sourceformat>XML</sourceformat><sourcesystem>PC</sourcesystem><sourcerecordid>27156302</sourcerecordid><originalsourceid>FETCH-LOGICAL-a440t-c66253ca43ba33030b406e2674fcd507196dac959b5ad5f04b893d20c08419273</originalsourceid><addsrcrecordid>eNqNkcFuEzEQhi0EEiHwDj4gSA5Lx2t7HXNAKiGlrSJAShG9WROvV91qYxd7Q9W3r620PaKONBofPv0z-kzIRwafGDTsaHa8Wa7moDivtBByxrTWc1bLz3zGhZi_IBOmBa-kYJcvyeSJe03epHQNAEqyxYT82ow49paib-nyzg75-dVd4b8-RBo6-ieE1nl6EnHnEr3txyt64Xzw9Dz0fkx071sX6RpHF3Gg64DtW_KqwyG5dw9zSn6frC6Wp9X65_ez5fG6QiFgrGzT1JJbFHyLnAOHrYDG1Y0SnW0lKKabFq2WeiuxlR2I7ULztgYLC8F0rfiUfDjk3sTwd-_SaHZ9sm4Y0LuwT6ZWTDYc6meBkuf0KflyAG0MKUXXmZvY7zDeGQamKDemKDdFpSkqTVFusnLDTVaeA94_bMJkcegietunpxSpalCq7Lk8YJly5jrso8-izPlm9ePbaf6YHAileOksqxR7POH_F9wDAb6YCQ</addsrcrecordid><sourcetype>Aggregation Database</sourcetype><iscdi>true</iscdi><recordtype>article</recordtype><pqid>27155389</pqid></control><display><type>article</type><title>Static and Cyclic Behavior of Wooden Frames with Tenon Joints under Lateral Load</title><source>American Society of Civil Engineers:NESLI2:Journals:2014</source><creator>Seo, Jeong-Moon ; Choi, In-Kil ; Lee, Jong-Rim</creator><creatorcontrib>Seo, Jeong-Moon ; Choi, In-Kil ; Lee, Jong-Rim</creatorcontrib><description>In this paper, the results of static and cyclic lateral load tests on the wooden frames that constitute an ancient Korean commoner's house are presented. The typical form of beam-column joint used for this type of house is a tenon. Full-scale models of two types of frames are used for testing. The effects of joint type and wooden lattice on the lateral loading capacity and the failure modes of frames are investigated. The tests show a significant nonlinearity and inelasticity in the load-displacement curve. The general failure modes of joints are either shear or bending failure at the mortise branches of a tenon. The nonlinear hysteretic characteristics of the frame are identified and modeled by the so-called modified Double Target model.</description><identifier>ISSN: 0733-9445</identifier><identifier>EISSN: 1943-541X</identifier><identifier>DOI: 10.1061/(ASCE)0733-9445(1999)125:3(344)</identifier><identifier>CODEN: JSENDH</identifier><language>eng</language><publisher>Reston, VA: American Society of Civil Engineers</publisher><subject>Applied sciences ; Building structure ; Buildings. Public works ; Construction (buildings and works) ; Exact sciences and technology ; TECHNICAL PAPERS ; Wood structure</subject><ispartof>Journal of structural engineering (New York, N.Y.), 1999-03, Vol.125 (3), p.344-349</ispartof><lds50>peer_reviewed</lds50><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-a440t-c66253ca43ba33030b406e2674fcd507196dac959b5ad5f04b893d20c08419273</citedby><cites>FETCH-LOGICAL-a440t-c66253ca43ba33030b406e2674fcd507196dac959b5ad5f04b893d20c08419273</cites></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><linktopdf>$$Uhttp://ascelibrary.org/doi/pdf/10.1061/(ASCE)0733-9445(1999)125:3(344)$$EPDF$$P50$$Gasce$$H</linktopdf><linktohtml>$$Uhttp://ascelibrary.org/doi/abs/10.1061/(ASCE)0733-9445(1999)125:3(344)$$EHTML$$P50$$Gasce$$H</linktohtml><link.rule.ids>314,780,784,27924,27925,76193,76201</link.rule.ids><backlink>$$Uhttp://pascal-francis.inist.fr/vibad/index.php?action=getRecordDetail&idt=5720779$$DView record in Pascal Francis$$Hfree_for_read</backlink></links><search><creatorcontrib>Seo, Jeong-Moon</creatorcontrib><creatorcontrib>Choi, In-Kil</creatorcontrib><creatorcontrib>Lee, Jong-Rim</creatorcontrib><title>Static and Cyclic Behavior of Wooden Frames with Tenon Joints under Lateral Load</title><title>Journal of structural engineering (New York, N.Y.)</title><description>In this paper, the results of static and cyclic lateral load tests on the wooden frames that constitute an ancient Korean commoner's house are presented. The typical form of beam-column joint used for this type of house is a tenon. Full-scale models of two types of frames are used for testing. The effects of joint type and wooden lattice on the lateral loading capacity and the failure modes of frames are investigated. The tests show a significant nonlinearity and inelasticity in the load-displacement curve. The general failure modes of joints are either shear or bending failure at the mortise branches of a tenon. The nonlinear hysteretic characteristics of the frame are identified and modeled by the so-called modified Double Target model.</description><subject>Applied sciences</subject><subject>Building structure</subject><subject>Buildings. Public works</subject><subject>Construction (buildings and works)</subject><subject>Exact sciences and technology</subject><subject>TECHNICAL PAPERS</subject><subject>Wood structure</subject><issn>0733-9445</issn><issn>1943-541X</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>1999</creationdate><recordtype>article</recordtype><recordid>eNqNkcFuEzEQhi0EEiHwDj4gSA5Lx2t7HXNAKiGlrSJAShG9WROvV91qYxd7Q9W3r620PaKONBofPv0z-kzIRwafGDTsaHa8Wa7moDivtBByxrTWc1bLz3zGhZi_IBOmBa-kYJcvyeSJe03epHQNAEqyxYT82ow49paib-nyzg75-dVd4b8-RBo6-ieE1nl6EnHnEr3txyt64Xzw9Dz0fkx071sX6RpHF3Gg64DtW_KqwyG5dw9zSn6frC6Wp9X65_ez5fG6QiFgrGzT1JJbFHyLnAOHrYDG1Y0SnW0lKKabFq2WeiuxlR2I7ULztgYLC8F0rfiUfDjk3sTwd-_SaHZ9sm4Y0LuwT6ZWTDYc6meBkuf0KflyAG0MKUXXmZvY7zDeGQamKDemKDdFpSkqTVFusnLDTVaeA94_bMJkcegietunpxSpalCq7Lk8YJly5jrso8-izPlm9ePbaf6YHAileOksqxR7POH_F9wDAb6YCQ</recordid><startdate>19990301</startdate><enddate>19990301</enddate><creator>Seo, Jeong-Moon</creator><creator>Choi, In-Kil</creator><creator>Lee, Jong-Rim</creator><general>American Society of Civil Engineers</general><scope>IQODW</scope><scope>AAYXX</scope><scope>CITATION</scope><scope>8FD</scope><scope>FR3</scope><scope>KR7</scope><scope>7SM</scope></search><sort><creationdate>19990301</creationdate><title>Static and Cyclic Behavior of Wooden Frames with Tenon Joints under Lateral Load</title><author>Seo, Jeong-Moon ; Choi, In-Kil ; Lee, Jong-Rim</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-a440t-c66253ca43ba33030b406e2674fcd507196dac959b5ad5f04b893d20c08419273</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>1999</creationdate><topic>Applied sciences</topic><topic>Building structure</topic><topic>Buildings. Public works</topic><topic>Construction (buildings and works)</topic><topic>Exact sciences and technology</topic><topic>TECHNICAL PAPERS</topic><topic>Wood structure</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Seo, Jeong-Moon</creatorcontrib><creatorcontrib>Choi, In-Kil</creatorcontrib><creatorcontrib>Lee, Jong-Rim</creatorcontrib><collection>Pascal-Francis</collection><collection>CrossRef</collection><collection>Technology Research Database</collection><collection>Engineering Research Database</collection><collection>Civil Engineering Abstracts</collection><collection>Earthquake Engineering Abstracts</collection><jtitle>Journal of structural engineering (New York, N.Y.)</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Seo, Jeong-Moon</au><au>Choi, In-Kil</au><au>Lee, Jong-Rim</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Static and Cyclic Behavior of Wooden Frames with Tenon Joints under Lateral Load</atitle><jtitle>Journal of structural engineering (New York, N.Y.)</jtitle><date>1999-03-01</date><risdate>1999</risdate><volume>125</volume><issue>3</issue><spage>344</spage><epage>349</epage><pages>344-349</pages><issn>0733-9445</issn><eissn>1943-541X</eissn><coden>JSENDH</coden><abstract>In this paper, the results of static and cyclic lateral load tests on the wooden frames that constitute an ancient Korean commoner's house are presented. The typical form of beam-column joint used for this type of house is a tenon. Full-scale models of two types of frames are used for testing. The effects of joint type and wooden lattice on the lateral loading capacity and the failure modes of frames are investigated. The tests show a significant nonlinearity and inelasticity in the load-displacement curve. The general failure modes of joints are either shear or bending failure at the mortise branches of a tenon. The nonlinear hysteretic characteristics of the frame are identified and modeled by the so-called modified Double Target model.</abstract><cop>Reston, VA</cop><pub>American Society of Civil Engineers</pub><doi>10.1061/(ASCE)0733-9445(1999)125:3(344)</doi><tpages>6</tpages></addata></record> |
fulltext | fulltext |
identifier | ISSN: 0733-9445 |
ispartof | Journal of structural engineering (New York, N.Y.), 1999-03, Vol.125 (3), p.344-349 |
issn | 0733-9445 1943-541X |
language | eng |
recordid | cdi_proquest_miscellaneous_27156302 |
source | American Society of Civil Engineers:NESLI2:Journals:2014 |
subjects | Applied sciences Building structure Buildings. Public works Construction (buildings and works) Exact sciences and technology TECHNICAL PAPERS Wood structure |
title | Static and Cyclic Behavior of Wooden Frames with Tenon Joints under Lateral Load |
url | https://sfx.bib-bvb.de/sfx_tum?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&ctx_tim=2025-01-02T19%3A00%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=Static%20and%20Cyclic%20Behavior%20of%20Wooden%20Frames%20with%20Tenon%20Joints%20under%20Lateral%20Load&rft.jtitle=Journal%20of%20structural%20engineering%20(New%20York,%20N.Y.)&rft.au=Seo,%20Jeong-Moon&rft.date=1999-03-01&rft.volume=125&rft.issue=3&rft.spage=344&rft.epage=349&rft.pages=344-349&rft.issn=0733-9445&rft.eissn=1943-541X&rft.coden=JSENDH&rft_id=info:doi/10.1061/(ASCE)0733-9445(1999)125:3(344)&rft_dat=%3Cproquest_cross%3E27156302%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=27155389&rft_id=info:pmid/&rfr_iscdi=true |