博碩士論文 993202030 完整後設資料紀錄

DC 欄位 語言
DC.contributor土木工程學系zh_TW
DC.creator陳瑩瑄zh_TW
DC.creatorYing-syuan Chenen_US
dc.date.accessioned2012-7-11T07:39:07Z
dc.date.available2012-7-11T07:39:07Z
dc.date.issued2012
dc.identifier.urihttp://ir.lib.ncu.edu.tw:88/thesis/view_etd.asp?URN=993202030
dc.contributor.department土木工程學系zh_TW
DC.description國立中央大學zh_TW
DC.descriptionNational Central Universityen_US
dc.description.abstract本研究之目的,為探討各項參數對柱撓曲位移計算結果之影響,並與實驗結果進行比較。主要參數為有無圍束及不同圍束理論,其次即為箍筋形式、軸力、塑鉸長度之計算方式和斷面尺寸的大小。 結果顯示,有無考慮圍束效果於高強度混凝土試體之影響較大,而使用不同圍束模型進一步進行斷面分析時則幾乎沒有差異。計算側推位移時,以塑鉸長度多寡影響最為嚴重。軸力增加會提升柱之側推能力,但會降低位移能力。 zh_TW
dc.description.abstractThe purpose of this study is to discuss important factors affecting the flexural deformation of reinforced concrete columns by using traditionally parametric analysis. These parameters are different confining models, different layouts of confining hoops, axial forces onto columns, plastic-hinge length models, and size of column sections. The results show that confinement effect influences significantly on high-strength concrete specimens. The results obtained by sectional analysis using different confine model are more the same. Besides, the length of the hinge has the most severe effect on the displacement calculated. Moreover, increasing the axial force enhances the strength of the column, but reduces the displacement capacity. en_US
DC.subject塑鉸zh_TW
DC.subject位移zh_TW
DC.subject箍筋zh_TW
DC.subject圍束效應zh_TW
DC.subject鋼筋混凝土zh_TW
DC.subjecttransverse hoopsen_US
DC.subjectreinforcement concreteen_US
DC.subjectcolumnen_US
DC.subjectconfineen_US
DC.subjectplastic hingeen_US
DC.title鋼筋混凝土柱受撓曲變形參數之研究zh_TW
dc.language.isozh-TWzh-TW
DC.titleA Parametric Study on the Flexural Behavior of Reinforced Concrete Columnsen_US
DC.type博碩士論文zh_TW
DC.typethesisen_US
DC.publisherNational Central Universityen_US

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