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dc.contributor.author劉金陵en_US
dc.contributor.authorChin-Lin Liouen_US
dc.contributor.author洪士林en_US
dc.contributor.authorDr. Shih-Lin Hungen_US
dc.date.accessioned2014-12-12T02:26:57Z-
dc.date.available2014-12-12T02:26:57Z-
dc.date.issued2001en_US
dc.identifier.urihttp://140.113.39.130/cdrfb3/record/nctu/#NT900015046en_US
dc.identifier.urihttp://hdl.handle.net/11536/68085-
dc.description.abstract本研究針對可調式液流阻尼器之分析與實驗進行研究。在機械工程領域上,流體阻尼器是種使用相當廣泛的控制系統。基於其優越的消能性,如今土木工程師們便試著應用它做為消能減震裝置以減輕結構物在地震時的反應。本流體阻尼器的主要構想便是活塞孔的設計,在不同的開孔面積與頻率的情況下我們將可經由實驗獲得不一樣的遲滯迴圈。在本研究裡我們以最小平方法來求取阻尼係數與勁度係數。由實驗結果顯示,阻尼器的確可以增加結構物在地震時的消能能力。zh_TW
dc.description.abstractThe research focuses on the analyzing and experimenting with a new designed adaptive fluid damper. The device of fluid damper is a promising control system wildly used in mechanical engineering. Due to the property of its excellent energy dissipation , the civil engineers adopt the fluid damper as a dissipator to decrease seismic responses of structures today. Orifice’s design was the major originality in this tested fluid damper. All kinds of orifices and frequencies were capable of expecting different loops. In this research, the damping coefficient and stiffness coefficient are derived using the least square method. Experimental results indicate that the fluid damper can enhance the energy absorption capability of a structure during an earthquake.en_US
dc.language.isozh_TWen_US
dc.subject可調式zh_TW
dc.subject流體阻尼器zh_TW
dc.subjectadaptiveen_US
dc.subjectfluid damperen_US
dc.title可調式液流阻尼器之分析與實驗zh_TW
dc.titleAnalyzing and Experimenting with an Adaptive Fluid Damperen_US
dc.typeThesisen_US
dc.contributor.department土木工程學系zh_TW
Appears in Collections:Thesis