複支承設計轉換線之探討分析

淡江大學機構典藏 > 工學院 > 土木工程學系暨研究所 > 會議論文 > Item 987654321/36307

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題名:	複支承設計轉換線之探討分析
作者:	雷英暉;陳旭輝
貢獻者:	淡江大學土木工程學系
關鍵詞:	複支承設計;轉換曲線;橋梁;剪力波;跨距長度;Multiple-Support Design;Transformation Curve;Bridge;Shear Wave;Span Length
日期:	1993-10
上傳時間:	2010-01-11 10:42:13 (UTC+8)
出版者:	臺南市：成功大學
摘要:	橋梁結構為交通運輸之命脈,而地震對於橋體之破壞力則既深且鉅。由於從事符合橋體真實受震行為之複支承運動分析頗為費時及繁瑣,故本文擬建立一"複支承計轉換線",俾使設計者在從事傳統之剛支承分析後,能利用該線之轉換係數而求得與複支承分析無異之結果。在研究過程中,橋梁之複支承效應將先循線性而後再延伸至非線性之領域中,以提昇該設計轉換線之適用性;又舉凡橋跨、剪力波速及地震週期特性等對橋體所產生之影響,亦將於本文中作縝密之探討。 The bridge is a most crucial structure as far as transportation is concerned. This structure, however, is liable to be damaged by ground excitation. The multiple- support analysis, although having been used to describe the seismic behaviors of the bridge effectively, is pretty tedious. It is therefore desired in this research to establish a "transformation curve for multiple-support design" such that those who are engaged in a rigid-base analysis may obtain the same results as acquired by the use of multiple-support scheme, as long as detecting the values of transformation coefficient from the maps concerned. During the study, the effects of multiple-support excitation would be discussed in linear range first, and extended into nonlinear domain subsequently, as to enhance the applicability of the proposed transformation curves. All the influences upon seismic behaviors of bridges due to span length, velocity of shear wave and the nature of earthquake period will also be investigated in detail.
關聯:	八十二年電子計算機於土木水利工程應用論文研討會論文集(二)=Proceedings of the Conference on Computer Applications in Civil and Hydraulic Engineering (Volume 2)，頁864-873
顯示於類別:	[土木工程學系暨研究所] 會議論文

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