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DCフィールド | 値 | 言語 |
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dc.contributor.author | YAMADA, Yoshikazu | en |
dc.date.accessioned | 2023-03-28T09:05:37Z | - |
dc.date.available | 2023-03-28T09:05:37Z | - |
dc.date.issued | 1961-08-31 | - |
dc.identifier.uri | http://hdl.handle.net/2433/280500 | - |
dc.description.abstract | This paper deals theoretically with the elastic-plastic analysis of suspension bridge towers subjected to ground motions. In a previous theoretical study it was concluded that the response of the towers of a long span suspension bridge was more significant than that of suspended structures. For convenience of analysis a simplified structural system for a suspension bridge tower with finite degrees of freedom of motion was adopted, and ground disturbances of a simple shape and of an actual earthquake were used. The numerical computation were done on the Kyoto University High Speed Digital Computer, KDC-I. In this investigation some remarkable conclusions on the elastic-plastic response of the system were obtained. | en |
dc.language.iso | eng | - |
dc.publisher | Faculty of Engineering, Kyoto University | en |
dc.publisher.alternative | 京都大学工学部 | ja |
dc.subject.ndc | 500 | - |
dc.title | Elastic-Plastic Analysis of Suspension Bridge Towers Subjected to Earthquake Ground Motions | en |
dc.type | departmental bulletin paper | - |
dc.type.niitype | Departmental Bulletin Paper | - |
dc.identifier.ncid | AA00732503 | - |
dc.identifier.jtitle | Memoirs of the Faculty of Engineering, Kyoto University | en |
dc.identifier.volume | 23 | - |
dc.identifier.issue | 3 | - |
dc.identifier.spage | 265 | - |
dc.identifier.epage | 283 | - |
dc.textversion | publisher | - |
dc.sortkey | 02 | - |
dc.address | Department of Civil Engineering | en |
dcterms.accessRights | open access | - |
dc.identifier.pissn | 0023-6063 | - |
出現コレクション: | Vol.23 Part 3 |
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