A STUDY ON THE FRAME DESIGN OF WOODEN FRAME HOUSES: Effect of beam joints near the angle-tie on in-plane shear performance of horizontal structure with angle-ties
This study concerned placement of the beam joints in frame design of conventional wooden houses. It clarified effect of beam joints placed near the angle tie on the strength performance and fracture properties of the horizontal structure with angle ties. The results of in-plane shear tests and struc...
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| Veröffentlicht in: | Journal of Structural and Construction Engineering (Transactions of AIJ) 2024/09/01, Vol.89(823), pp.991-1002 |
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| container_issue | 823 |
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| container_title | Journal of Structural and Construction Engineering (Transactions of AIJ) |
| container_volume | 89 |
| creator | SAHATA, Tomoya KAWAI, Naohito TSUKAZAKI, Hideyo KASAHARA, Katsuoki |
| description | This study concerned placement of the beam joints in frame design of conventional wooden houses. It clarified effect of beam joints placed near the angle tie on the strength performance and fracture properties of the horizontal structure with angle ties. The results of in-plane shear tests and structural analysis showed when the beam joint is placed near the angle tie, beam joint break before the angle tie. Furthermore, maximum load was reduced depending on how beam joints were reinforced. Besides, an analytical model of horizontal structure with angle ties with beam joint is proposed, which agrees well with experimental results. |
| doi_str_mv | 10.3130/aijs.89.991 |
| format | Article |
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It clarified effect of beam joints placed near the angle tie on the strength performance and fracture properties of the horizontal structure with angle ties. The results of in-plane shear tests and structural analysis showed when the beam joint is placed near the angle tie, beam joint break before the angle tie. Furthermore, maximum load was reduced depending on how beam joints were reinforced. 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Struct. Constr. Eng.</addtitle><description>This study concerned placement of the beam joints in frame design of conventional wooden houses. It clarified effect of beam joints placed near the angle tie on the strength performance and fracture properties of the horizontal structure with angle ties. The results of in-plane shear tests and structural analysis showed when the beam joint is placed near the angle tie, beam joint break before the angle tie. Furthermore, maximum load was reduced depending on how beam joints were reinforced. Besides, an analytical model of horizontal structure with angle ties with beam joint is proposed, which agrees well with experimental results.</description><subject>Angle-tie</subject><subject>Beam joint</subject><subject>Design analysis</subject><subject>Frame design</subject><subject>In-plane shear test</subject><subject>Shear tests</subject><subject>Structural analysis</subject><issn>1340-4202</issn><issn>1881-8153</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2024</creationdate><recordtype>article</recordtype><recordid>eNo9UFFLwzAYDKLgnD75BwI-t-bLl7TJm2Vrt8FcwXaITyEtia7Mbbbdg__ejg2f7rg77uAIeQQWIiB7tpumC5UOtYYrMgKlIFAg8XrgKFggOOO35K7rGsYioSMYEZ7QolxPP2i-ouU8pdlb8prSaVosZiuaZ_Q9z6fp6iLP83WRFvfkxttt5x4uOCZllpaTebDMZ4tJsgwaJVXgbeS1B2BYeW8lKukEsLiqteWsjrAWrlZRXIkYGTivhNSVZM7GCpn3guOYPJ1rD-3-5-i63jT7Y7sbFg0CRJJrHLJj8nJONV1vP505tJtv2_4a2_abeuvM6RGjtFEcTzAc82_VX7Y1bod_ldNW6Q</recordid><startdate>20240901</startdate><enddate>20240901</enddate><creator>SAHATA, Tomoya</creator><creator>KAWAI, Naohito</creator><creator>TSUKAZAKI, Hideyo</creator><creator>KASAHARA, Katsuoki</creator><general>Architectural Institute of Japan</general><general>Japan Science and Technology Agency</general><scope>8FD</scope><scope>FR3</scope><scope>KR7</scope></search><sort><creationdate>20240901</creationdate><title>A STUDY ON THE FRAME DESIGN OF WOODEN FRAME HOUSES</title><author>SAHATA, Tomoya ; KAWAI, Naohito ; TSUKAZAKI, Hideyo ; KASAHARA, Katsuoki</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-j858-fa6f9f1103bffa5385e4107bc9a20c63c4ec867b47301ef8459b50ea7830ff423</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>jpn</language><creationdate>2024</creationdate><topic>Angle-tie</topic><topic>Beam joint</topic><topic>Design analysis</topic><topic>Frame design</topic><topic>In-plane shear test</topic><topic>Shear tests</topic><topic>Structural analysis</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>SAHATA, Tomoya</creatorcontrib><creatorcontrib>KAWAI, Naohito</creatorcontrib><creatorcontrib>TSUKAZAKI, Hideyo</creatorcontrib><creatorcontrib>KASAHARA, Katsuoki</creatorcontrib><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>SAHATA, Tomoya</au><au>KAWAI, Naohito</au><au>TSUKAZAKI, Hideyo</au><au>KASAHARA, Katsuoki</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>A STUDY ON THE FRAME DESIGN OF WOODEN FRAME HOUSES: Effect of beam joints near the angle-tie on in-plane shear performance of horizontal structure with angle-ties</atitle><jtitle>Journal of Structural and Construction Engineering (Transactions of AIJ)</jtitle><addtitle>J. Struct. Constr. Eng.</addtitle><date>2024-09-01</date><risdate>2024</risdate><volume>89</volume><issue>823</issue><spage>991</spage><epage>1002</epage><pages>991-1002</pages><issn>1340-4202</issn><eissn>1881-8153</eissn><abstract>This study concerned placement of the beam joints in frame design of conventional wooden houses. It clarified effect of beam joints placed near the angle tie on the strength performance and fracture properties of the horizontal structure with angle ties. The results of in-plane shear tests and structural analysis showed when the beam joint is placed near the angle tie, beam joint break before the angle tie. Furthermore, maximum load was reduced depending on how beam joints were reinforced. Besides, an analytical model of horizontal structure with angle ties with beam joint is proposed, which agrees well with experimental results.</abstract><cop>Tokyo</cop><pub>Architectural Institute of Japan</pub><doi>10.3130/aijs.89.991</doi><tpages>12</tpages><oa>free_for_read</oa></addata></record> |
| fulltext | fulltext |
| identifier | ISSN: 1340-4202 |
| ispartof | Journal of Structural and Construction Engineering (Transactions of AIJ), 2024/09/01, Vol.89(823), pp.991-1002 |
| issn | 1340-4202 1881-8153 |
| language | jpn |
| recordid | cdi_proquest_journals_3116529378 |
| source | J-STAGE (Japan Science & Technology Information Aggregator, Electronic) Freely Available Titles - Japanese |
| subjects | Angle-tie Beam joint Design analysis Frame design In-plane shear test Shear tests Structural analysis |
| title | A STUDY ON THE FRAME DESIGN OF WOODEN FRAME HOUSES: Effect of beam joints near the angle-tie on in-plane shear performance of horizontal structure with angle-ties |
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