束型框筒結構力學參數分析研究

完整後設資料紀錄

DC 欄位	值	語言
dc.contributor.author	王俊超	en_US
dc.contributor.author	Wang, Chun-Chao	en_US
dc.contributor.author	劉俊秀	en_US
dc.contributor.author	Liou, Gin-Show	en_US
dc.date.accessioned	2014-12-12T01:56:48Z	-
dc.date.available	2014-12-12T01:56:48Z	-
dc.date.issued	2011	en_US
dc.identifier.uri	http://140.113.39.130/cdrfb3/record/nctu/#GT079916507	en_US
dc.identifier.uri	http://hdl.handle.net/11536/49543	-
dc.description.abstract	束型框筒結構為框筒結構的一種改良型結構，在高樓建築中已有實際應用。框筒結構主要以外圍密集的柱與深梁建構。在梁柱構件側向勁度較小的情況下，會產生剪力延遲現象。剪力延遲現象會造成結構物的勁度無法完全發揮。超高樓結構中，結構物控制外力主要為風力載重，因此本文主要在探討風力載重下，超高樓束型框筒結構的剪力延遲效應。在案例分析中，以SAP2000為主要的分析程式，並以幾個結構桿件變更作為測試，討論案例模擬成果。	zh_TW
dc.description.abstract	Bundled-Tube Structure has been widely accepted by structural engineers in design of high-rise buildings. Since frame-tube structure is formed by closely spaced perimeter columns that are connected by deep spandrel beams, shear lag effect appears if the stiffness of spandol beam is small. Tubalar structure can not fully exploit the potential stiffness and strength due to shear lag effect. This thesis is to analyze shear lag effect on behavior of bundled-tube structure under wind load. To do this, program SAP2000 is used to perform the analysis with the parameter changes which are the change of stiffness of spandol beams and cross-section of column.	en_US
dc.language.iso	zh_TW	en_US
dc.subject	束型框筒結構	zh_TW
dc.subject	超高樓	zh_TW
dc.subject	風力載重	zh_TW
dc.subject	剪力延遲效應	zh_TW
dc.subject	SAP2000	zh_TW
dc.subject	Frame-Tube Structure	en_US
dc.subject	Bundle Tubular	en_US
dc.subject	Wind Load	en_US
dc.subject	Shear Lag Effect	en_US
dc.subject	SAP2000	en_US
dc.subject	High-Rise Building	en_US
dc.title	束型框筒結構力學參數分析研究	zh_TW
dc.title	Parametric Study of Bundle Tubular Structures	en_US
dc.type	Thesis	en_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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