STATIC CYCLIC LOADING TEST FOR EVALUATION OF SEISMIC CAPACITY OF TRADITIONAL HOUSE IN HIGASHI-MIKAWA
The objective of this study is to confirm the seismic capacity of a wooden house constructed with Japanese traditional structural method which is recognized less earthquake proof in the Building Standard Law today. In September 2004, horizontal loading experiment of a wooden house built in 1898 in H...
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| Veröffentlicht in: | Journal of Structural and Construction Engineering (Transactions of AIJ) 2007/02/28, Vol.72(612), pp.133-140 |
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| container_end_page | 140 |
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| container_issue | 612 |
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| container_title | Journal of Structural and Construction Engineering (Transactions of AIJ) |
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| creator | NAKAJI, Hiroyuki SUZUKI, Yoshiyuki GOTOU, Masami IWAMOTO, Izumi YAMADA, Koji |
| description | The objective of this study is to confirm the seismic capacity of a wooden house constructed with Japanese traditional structural method which is recognized less earthquake proof in the Building Standard Law today. In September 2004, horizontal loading experiment of a wooden house built in 1898 in Higashi-Mikawa region in Japan was conducted to investigate the seismic performance of such a house built with traditional structural method. The maximum load P_ was 106.6kN and the average deformation angle at P_ was about 1/10rad. The failure occurred at the joint of column and Sashi-Gamoi, when the average deformation angle was about 1/25rad. After bending failure of all columns occurred around P_, the house still kept the loading capacity more than 80% of P_. Total weight of the house was about 597kN which was examined by weighing members and parts of it after the loading test. The house concerned is much more anti-seismic than expected in the Law because the base shear coefficient at P_ was C_0=0.18. |
| doi_str_mv | 10.3130/aijs.72.133_2 |
| format | Article |
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In September 2004, horizontal loading experiment of a wooden house built in 1898 in Higashi-Mikawa region in Japan was conducted to investigate the seismic performance of such a house built with traditional structural method. The maximum load P_ was 106.6kN and the average deformation angle at P_ was about 1/10rad. The failure occurred at the joint of column and Sashi-Gamoi, when the average deformation angle was about 1/25rad. After bending failure of all columns occurred around P_, the house still kept the loading capacity more than 80% of P_. Total weight of the house was about 597kN which was examined by weighing members and parts of it after the loading test. 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Struct. Constr. Eng.</addtitle><description>The objective of this study is to confirm the seismic capacity of a wooden house constructed with Japanese traditional structural method which is recognized less earthquake proof in the Building Standard Law today. In September 2004, horizontal loading experiment of a wooden house built in 1898 in Higashi-Mikawa region in Japan was conducted to investigate the seismic performance of such a house built with traditional structural method. The maximum load P_ was 106.6kN and the average deformation angle at P_ was about 1/10rad. The failure occurred at the joint of column and Sashi-Gamoi, when the average deformation angle was about 1/25rad. After bending failure of all columns occurred around P_, the house still kept the loading capacity more than 80% of P_. Total weight of the house was about 597kN which was examined by weighing members and parts of it after the loading test. The house concerned is much more anti-seismic than expected in the Law because the base shear coefficient at P_ was C_0=0.18.</description><subject>base shear coefficient</subject><subject>horizontal cyclic loading test</subject><subject>seismic capacity</subject><subject>traditional structural method</subject><subject>wooden house</subject><issn>1340-4202</issn><issn>1881-8153</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2007</creationdate><recordtype>article</recordtype><recordid>eNo90E1PwjAABuDFaCKiR-89eRv2Yx_dsZmDFQYzbGg4NV3pdGQIrnDw39uJoZe3aZ827es4jwiOCCLwWTZbMwrxCBEi8JUzQJQilyKfXNs58aDrYYhvnTtjthAGXhSggbMpSlbyGMTrOLOR5eyFLyagTIoSjPMlSN5YtrIiX4B8DIqEF_Nes1cW83Ldr5VLe6QHLANpvioSwBcg5RNWpNyd8xl7Z_fOTS1box_-c-isxkkZp26WT3jMMldhFGE3jCrpozrQHsJaBVR6CvsYqXoTVhJDSCmhPqyQDhUMQwTtfuVh-416Q2UQEDJ0ns73Hrr990mbo9g1Rum2lV96fzICR5HnUxJZ6J6h6vbGdLoWh67Zye5HICj6LkXfpQix-OvS-unZb81RfuiLlt2xUa2-6ADhPmZTaIfn29f75ILUp-yE_iK_K5p3zw</recordid><startdate>20070228</startdate><enddate>20070228</enddate><creator>NAKAJI, Hiroyuki</creator><creator>SUZUKI, Yoshiyuki</creator><creator>GOTOU, Masami</creator><creator>IWAMOTO, Izumi</creator><creator>YAMADA, Koji</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>20070228</creationdate><title>STATIC CYCLIC LOADING TEST FOR EVALUATION OF SEISMIC CAPACITY OF TRADITIONAL HOUSE IN HIGASHI-MIKAWA</title><author>NAKAJI, Hiroyuki ; SUZUKI, Yoshiyuki ; GOTOU, Masami ; IWAMOTO, Izumi ; YAMADA, Koji</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c2192-79ba51f6e412ec68a4c2521cfd7ba200883850b1e7c07710a4cb42961fd8a6633</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng ; jpn</language><creationdate>2007</creationdate><topic>base shear coefficient</topic><topic>horizontal cyclic loading test</topic><topic>seismic capacity</topic><topic>traditional structural method</topic><topic>wooden house</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>NAKAJI, Hiroyuki</creatorcontrib><creatorcontrib>SUZUKI, Yoshiyuki</creatorcontrib><creatorcontrib>GOTOU, Masami</creatorcontrib><creatorcontrib>IWAMOTO, Izumi</creatorcontrib><creatorcontrib>YAMADA, Koji</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>NAKAJI, Hiroyuki</au><au>SUZUKI, Yoshiyuki</au><au>GOTOU, Masami</au><au>IWAMOTO, Izumi</au><au>YAMADA, Koji</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>STATIC CYCLIC LOADING TEST FOR EVALUATION OF SEISMIC CAPACITY OF TRADITIONAL HOUSE IN HIGASHI-MIKAWA</atitle><jtitle>Journal of Structural and Construction Engineering (Transactions of AIJ)</jtitle><addtitle>J. Struct. Constr. Eng.</addtitle><date>2007-02-28</date><risdate>2007</risdate><volume>72</volume><issue>612</issue><spage>133</spage><epage>140</epage><pages>133-140</pages><issn>1340-4202</issn><eissn>1881-8153</eissn><abstract>The objective of this study is to confirm the seismic capacity of a wooden house constructed with Japanese traditional structural method which is recognized less earthquake proof in the Building Standard Law today. In September 2004, horizontal loading experiment of a wooden house built in 1898 in Higashi-Mikawa region in Japan was conducted to investigate the seismic performance of such a house built with traditional structural method. The maximum load P_ was 106.6kN and the average deformation angle at P_ was about 1/10rad. The failure occurred at the joint of column and Sashi-Gamoi, when the average deformation angle was about 1/25rad. After bending failure of all columns occurred around P_, the house still kept the loading capacity more than 80% of P_. Total weight of the house was about 597kN which was examined by weighing members and parts of it after the loading test. The house concerned is much more anti-seismic than expected in the Law because the base shear coefficient at P_ was C_0=0.18.</abstract><pub>Architectural Institute of Japan</pub><doi>10.3130/aijs.72.133_2</doi><tpages>8</tpages><oa>free_for_read</oa></addata></record> |
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| language | eng ; jpn |
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| subjects | base shear coefficient horizontal cyclic loading test seismic capacity traditional structural method wooden house |
| title | STATIC CYCLIC LOADING TEST FOR EVALUATION OF SEISMIC CAPACITY OF TRADITIONAL HOUSE IN HIGASHI-MIKAWA |
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