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  • 學位論文

鋼構架附連接橋之彈塑性分析

Elastic-Plastic Analyses for Steel Frames Connected with Corridor Bridges

指導教授 : 金文森
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摘要


目前台灣及許多國家已有相鄰的兩棟建築物利用橋樑作連接,也可稱「雙子式設計」,例如台灣台中的龍邦世貿大樓及馬來西亞的雙子星大樓等等。連接橋一般又被稱為「空中走道」或「天橋」。連接橋用作居民交通外,也可以當作火災時,從一座塔樓到另外一座的逃生口。但是當地震來臨時,連接橋樑是否能抵擋住強震,這也是我們需要分析探討的。本研究利用SAP2000 程式第七版的非線性推倒分析,分析此類鋼結構建築物能承受多大的載重、如何變形與破壞、塑性鉸位置、以及軸力、剪力、彎矩的分佈情形。構架分析案例有不同樓層數、不同跨度、不同柱高度。本文對連接橋樑不同的設置位置及增設支撐架進行分析,分析所得之結果再作差異性比較。

關鍵字

結構 橋樑 推倒分析 塑性鉸

並列摘要


At present, two adjacent buildings connected with bridges exist in Taiwan and many other countries. It is called as the "twin design", such as the Longbang Trading Building in Taichung, Taiwan and the Petronas Twin Towers in Malaysian. The bridge in general is also known as "corridor" or "flyover". Bridge can be used for resident transportation. It also can be used as an escape exit from a tower to another tower in case of fire. But, we need to analyze whether the bridge can resist strong earthquakes or not. The nonlinear pushover analysis of program SAP 2000 version 7 is used. The loading capacities of such frames, deflections and collapse of frames, the locations of plastic hinges, the axial load, shear force, and bending moments are analyzed. Analysis cases of such frames include different stories, different spans, and different column heights. Different location of bridge between two frames and bridge supported by additional trusses are studied. Results of analyses are used for comparison.

並列關鍵字

plastic hinge Pushover Analysis Bridge Structure

參考文獻


[4]金文森,王丞達,『以鋼結構實例驗證SAP2000側推分析之研究』,結構工程,中華民國結構工程學會,第十九卷,第四期,117-125頁,(2004)。
[6]何象鏞,『RC樑柱構件塑性鉸性質之設定法』,中央大學土木工程學系研究所碩士論文,桃園(2007)。
[9]Effects of plastic hinge properties in nonlinear analysis of reinforced concrete buildings,Mehmet Inel, Hayri Baytan Ozmen,(2006)。
[10]George C. Ernst, Gerald M. Smith, Arvin R. Riveland, and Donald N.Pierce, “Basic Reinforced Concrete Frame Performance Under Verticaland Lateral Loads, ”ACI JOURNAL, TITLE No. 70-28, April, (1973), pp.261~269。
[11]Vitelmo V. Bertero and George McClure, “Behavior of Reinforced Concrete Frames Subjected to Repeated Reversible Loads, ”Journal of the American Concrete Institute, TITLE No. 61-66, October, (1964), pp.1305~1329。

被引用紀錄


李坤儒(2010)。多功能集會廳構材的靜力及側推分析〔碩士論文,中原大學〕。華藝線上圖書館。https://doi.org/10.6840/cycu201000992
江岳錦(2010)。鋼構架間有連接橋之側推分析〔碩士論文,朝陽科技大學〕。華藝線上圖書館。https://www.airitilibrary.com/Article/Detail?DocID=U0078-0601201112113333

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