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DCフィールド | 値 | 言語 |
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dc.contributor.author | 小堀, 鐸二 | ja |
dc.contributor.author | 南井, 良一郎 | ja |
dc.contributor.alternative | KOBORI, Takuji | en |
dc.contributor.alternative | MINAI, Ryoichiro | en |
dc.date.accessioned | 2009-01-29T04:28:23Z | - |
dc.date.available | 2009-01-29T04:28:23Z | - |
dc.date.issued | 1963-07-01 | - |
dc.identifier.issn | 0386-412X | - |
dc.identifier.uri | http://hdl.handle.net/2433/69144 | - |
dc.description.abstract | The aseismic design should be intended to give the reasonable dynamic characteristictoward buildings and other structures so that the earthquake responses of them maysafely occur within their allowable values against the prescribed group of the destruc-tive earthquake excitations. In this paper, to obtain such a reasonable dynamiccharacteristic of the tall building structure, the optimum dynamic one of the elasto-plastic system which makes the maximum responses to uniformly distribute in accordancewith their allowable value is determined by means of the earthquake response analysistechnique, and is expressed in the available form to a practical aseismic design. | 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 | 524.91 | - |
dc.subject.ndc | 501.33 | - |
dc.title | スカイスクレーパーの弾塑性応答と耐震設計法 | ja |
dc.title.alternative | ELASTO-PLASTIC RESPONSE AND ASEISMIC DESIGN OF SKYSCRAPER | en |
dc.type | departmental bulletin paper | - |
dc.type.niitype | Departmental Bulletin Paper | - |
dc.identifier.ncid | AN10334870 | - |
dc.identifier.jtitle | 京都大学防災研究所年報 | ja |
dc.identifier.volume | 6 | - |
dc.identifier.spage | 44 | - |
dc.identifier.epage | 62 | - |
dc.textversion | publisher | - |
dc.sortkey | 08 | - |
dc.relation.url | http://www.dpri.kyoto-u.ac.jp/nenpo/nenpo.html | - |
dcterms.accessRights | open access | - |
dc.identifier.jtitle-alternative | Disaster Prevention Research Institute Annuals | en |
出現コレクション: | No.6 |
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