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| s40091-015-0107-4.pdf | 92.02 kB | Adobe PDF | 見る/開く |
完全メタデータレコード
| DCフィールド | 値 | 言語 |
|---|---|---|
| dc.contributor.author | Mori, Takuro | en |
| dc.contributor.author | Nakatani, Makoto | en |
| dc.contributor.author | Tesfamariam, Solomon | en |
| dc.contributor.alternative | 森, 拓郎 | ja |
| dc.contributor.transcription | モリ, タクロウ | ja |
| dc.date.accessioned | 2017-02-16T07:21:22Z | - |
| dc.date.available | 2017-02-16T07:21:22Z | - |
| dc.date.issued | 2015-11 | - |
| dc.identifier.issn | 2008-3556 | - |
| dc.identifier.uri | http://hdl.handle.net/2433/218211 | - |
| dc.description | This paper presents analytical and numerical models for semirigid timber frame with Lagscrewbolt (LSB) connections. A series of static and reverse cyclic experimental tests were carried out for different beam sizes (400, 500, and 600 mm depth) and column–base connections with different numbers of LSBs (4, 5, 8). For the beam–column connections, with increase in beam depth, moment resistance and stiffness values increased, and ductility factor reduced. For the column–base connection, with increase in the number of LSBs, the strength, stiffness, and ductility values increased. A material model available in OpenSees, Pinching4 hysteretic model, was calibrated for all connection test results. Finally, analytical model of the portal frame was developed and compared with the experimental test results. Overall, there was good agreement with the experimental test results, and the Pinching4 hysteretic model can readily be used for full-scale structural model. | en |
| dc.format.mimetype | application/pdf | - |
| dc.language.iso | eng | - |
| dc.publisher | Springer Nature | en |
| dc.rights | © The Author(s) 2015 | en |
| dc.rights | This article is distributed under the terms of the Creative Commons Attribution 4.0 International License (http://creativecommons.org/licenses/by/4.0/), which permits unrestricted use, distribution, and reproduction in any medium, provided you give appropriate credit to the original author(s) and the source, provide a link to the Creative Commons license, and indicate if changes were made. | en |
| dc.subject | Lagscrewbolt | en |
| dc.subject | Glulam timber | en |
| dc.subject | Connection | en |
| dc.subject | Semirigid portal frame | en |
| dc.subject | Analytical model | en |
| dc.subject | Numerical model | en |
| dc.subject | Finite element model | en |
| dc.title | Performance of semirigid timber frame with Lagscrewbolt connections: experimental, analytical, and numerical model results | en |
| dc.type | journal article | - |
| dc.type.niitype | Journal Article | - |
| dc.identifier.jtitle | International Journal of Advanced Structural Engineering (IJASE) | en |
| dc.identifier.volume | 7 | - |
| dc.identifier.issue | 4 | - |
| dc.identifier.spage | 387 | - |
| dc.identifier.epage | 403 | - |
| dc.relation.doi | 10.1007/s40091-015-0107-4 | - |
| dc.textversion | publisher | - |
| dc.address | Laboratory of Structural FunctionResearch Institute for Sustainable Humanosphere Kyoto University GokashouUjiJapan | en |
| dc.address.alternative | Laboratory of Structural FunctionResearch Institute for Sustainable Humanosphere Kyoto University GokashouUjiJapan | en |
| dcterms.accessRights | open access | - |
| dcterms.alternative | Performance of semi-rigid timber frame with Lagscrewbolt connections: Experimental, analytical and numerical model results | en |
| 出現コレクション: | 学術雑誌掲載論文等 | |
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