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    Please use this identifier to cite or link to this item: http://tkuir.lib.tku.edu.tw:8080/dspace/handle/987654321/36280

    Title: 有限元素-轉換矩陣法於高階層板理論之自由振動分析
    Other Titles: Free vibration of finite element-transfer matrix method in the Higher-order plate theory
    Authors: 曾一平;丁介峰;曾鴻霖
    Contributors: 淡江大學土木工程學系
    Keywords: 有限元素轉換矩障法;高階層板理論;Finite Element-Transfer Matrix Method;Higher-Order plate Theory
    Date: 1992-11
    Issue Date: 2010-01-11 10:40:16 (UTC+8)
    Publisher: 臺北市:中華民國結構工程學會
    Abstract: 本文探討有限元素-轉換矩陣法(FETH 法)於直交異向性積層板的自由扭動分析。FETM法最最後方程式數目為一端邊界的節點自由度數目,故較有限元素法其為整體結構的節點自由度數目降低許多。為了避免FETH 法固有的數值不穩定問題,本文發展修正作法,以減少因轉換矩陣的連乘所引致的誤差,並以一些標準例題證驗本法的正確性。
    The finite element - transfer matrix (FETN) method is extendea to the static analysis of orthotropic laminated plates by using the higher-order plate theory. Their use reduces the number of unknowns occuring in the standard finite element analysis. To avoid the numerical instabilities due to the sequential matrix multiplication, a modified version of FETM method is also presented. The accuracy of the present formulation is demostrated through several benchmark problems.
    Relation: 中華民國第一屆結構工程研討會論文集(二)=The 1st National Congress on Structural Engineering, 1992,頁415-424
    Appears in Collections:[土木工程學系暨研究所] 會議論文

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