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完整後設資料紀錄
DC 欄位值語言
dc.contributor.author李志成en_US
dc.contributor.authorLi, Zhi-Chengen_US
dc.contributor.author王彥博en_US
dc.contributor.authorWang, Yan-Boen_US
dc.date.accessioned2014-12-12T02:14:26Z-
dc.date.available2014-12-12T02:14:26Z-
dc.date.issued1994en_US
dc.identifier.urihttp://140.113.39.130/cdrfb3/record/nctu/#NT834015001en_US
dc.identifier.urihttp://hdl.handle.net/11536/59879-
dc.description.abstract本文藉著數值模擬分析探討橋梁應用滑動式隔震系統之可行性,並評估以 阻尼器(被動控制)及油壓致動器(主動控制)控制大梁位移的效果.模擬分 析中將考慮不同典型及強度地震以探討隔震系統的適應性,並比較被動與 主動控制系統對大梁位移的控制效果. In this thesis,the feasibility of bridges isolated with sliding systems is verified through numerical simulation;actuators( active system)and dampers(passive system) are provided in restraint of bridge deck displacement.and the effectiveness are evaluated res- pectively. In numerical simulations, typical earthquakes are se- lected to verify the seismic performance of the isolated bridges, and a comparitive study of active system with passive system is also presented.zh_TW
dc.language.isozh_TWen_US
dc.subject橋樑滑動隔震系統zh_TW
dc.subject被動控制zh_TW
dc.subject主動控制zh_TW
dc.subject土木工程zh_TW
dc.subject工程zh_TW
dc.subject橋梁滑動隔震系統被動控制主動控制zh_TW
dc.subject橋梁 滑動隔震系統 被動控制 主動控制zh_TW
dc.subjectCIVIL-ENGINEERINGen_US
dc.subjectENGINEERINGen_US
dc.subjectBridgeen_US
dc.subjectSliding isolation systemen_US
dc.subjectPassive controlen_US
dc.subjectActive controlen_US
dc.subjectBridge, Sliding isolation system, Passive control, Active controlen_US
dc.title滑動式隔震橋樑之位移控制zh_TW
dc.titleHUA TUNG SHIH KE CHEN CH'IAO LIANG CHIH WEI I K'UNG CHIHen_US
dc.typeThesisen_US
dc.contributor.department土木工程學系zh_TW
顯示於類別：畢業論文


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