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a21b1p23.pdf | 840 kB | Adobe PDF | 見る/開く |
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DCフィールド | 値 | 言語 |
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dc.contributor.author | 柴田, 道生 | ja |
dc.contributor.alternative | SHIBATA, Michio | en |
dc.date.accessioned | 2009-02-10T01:47:18Z | - |
dc.date.available | 2009-02-10T01:47:18Z | - |
dc.date.issued | 1978-04-01 | - |
dc.identifier.issn | 0386-412X | - |
dc.identifier.uri | http://hdl.handle.net/2433/70189 | - |
dc.description.abstract | Dynamic response analysis of a braced frame was conducted. The restoring force charac-teristics of the bare frame was assumed to be bi-linear, and the restoring force of the brace waspredicted by the formulae proposed by Wakabayashi et al.. The results showed a good agree-ment with the precise solution where the restoring force of braces were obtained by detailednumerical calculation. The shape of the hysteresis loop and the response characteristics were muchdependent not only on the slenderness of the brace but also on the ratio of the load-carrying capacityof the bare frame to that of the brace. | en |
dc.format.mimetype | application/pdf | - |
dc.language.iso | jpn | - |
dc.publisher | 京都大学防災研究所 | ja |
dc.publisher.alternative | Disaster Prevention Research Institute, Kyoto University | en |
dc.subject.ndc | 501.24 | - |
dc.subject.ndc | 501.34 | - |
dc.title | 筋違付骨組の復元力特性と地震応答に関する研究 | ja |
dc.title.alternative | A STUDY ON SEISMIC BEHAVIOR AND HYSTERESIS LOOP OF BRACED FRAME | en |
dc.type | departmental bulletin paper | - |
dc.type.niitype | Departmental Bulletin Paper | - |
dc.identifier.ncid | AN00027784 | - |
dc.identifier.jtitle | 京都大学防災研究所年報. B | ja |
dc.identifier.volume | 21 | - |
dc.identifier.issue | B-1 | - |
dc.identifier.spage | 233 | - |
dc.identifier.epage | 248 | - |
dc.textversion | publisher | - |
dc.sortkey | 23 | - |
dc.relation.url | http://www.dpri.kyoto-u.ac.jp/nenpo/nenpo.html | - |
dcterms.accessRights | open access | - |
dc.identifier.pissn | 0386-412X | - |
dc.identifier.jtitle-alternative | Disaster Prevention Research Institute Annuals. B | en |
出現コレクション: | No.21 B-1 |
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