博碩士論文 993202030 完整後設資料紀錄

DC 欄位	值	語言
DC.contributor	土木工程學系	zh_TW
DC.creator	陳瑩瑄	zh_TW
DC.creator	Ying-syuan Chen	en_US
dc.date.accessioned	2012-7-11T07:39:07Z
dc.date.available	2012-7-11T07:39:07Z
dc.date.issued	2012
dc.identifier.uri	http://ir.lib.ncu.edu.tw:444/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.description	National Central University	en_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.abstract	The 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.subject	transverse hoops	en_US
DC.subject	reinforcement concrete	en_US
DC.subject	column	en_US
DC.subject	confine	en_US
DC.subject	plastic hinge	en_US
DC.title	鋼筋混凝土柱受撓曲變形參數之研究	zh_TW
dc.language.iso	zh-TW	zh-TW
DC.title	A Parametric Study on the Flexural Behavior of Reinforced Concrete Columns	en_US
DC.type	博碩士論文	zh_TW
DC.type	thesis	en_US
DC.publisher	National Central University	en_US