A Study of Displacement Control of Vector Form Intrinsic Finite Element Method

碩士 === 中原大學 === 土木工程研究所 === 103 === In this study, discuss the procedure of vector form intrinsic finite element (VFIFE) displacement control method. When the loading at specific node of structure and control arbitrary nodes displacement, we can find out the variety of the loading at specific node....

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Main Authors: Mian-Li Wang, 王勉力
Other Authors: Ching-Chiang Chuang
Format: Others
Language:zh-TW
Published: 2015
Online Access:http://ndltd.ncl.edu.tw/handle/05394765802966353852
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spelling ndltd-TW-103CYCU50150182016-08-28T04:12:11Z http://ndltd.ncl.edu.tw/handle/05394765802966353852 A Study of Displacement Control of Vector Form Intrinsic Finite Element Method 向量式有限元位移控制之研究 Mian-Li Wang 王勉力 碩士 中原大學 土木工程研究所 103 In this study, discuss the procedure of vector form intrinsic finite element (VFIFE) displacement control method. When the loading at specific node of structure and control arbitrary nodes displacement, we can find out the variety of the loading at specific node. In conventional VFIFE displacement control method which can’t observe variety of the loading at specific node of structure when we control arbitrary nodes displacement, thus we use the numerical analysis method to solve this problem. But using numerical method will divergent in iterative process occasionally, therefore we add the second numerical method in iterative process. Finally, we use some examples to discuss the stability and accuracy of the new VFIVE displacement control method, and compare with conventional geometry nonlinear method. Ching-Chiang Chuang 莊清鏘 2015 學位論文 ; thesis 99 zh-TW
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language zh-TW
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description 碩士 === 中原大學 === 土木工程研究所 === 103 === In this study, discuss the procedure of vector form intrinsic finite element (VFIFE) displacement control method. When the loading at specific node of structure and control arbitrary nodes displacement, we can find out the variety of the loading at specific node. In conventional VFIFE displacement control method which can’t observe variety of the loading at specific node of structure when we control arbitrary nodes displacement, thus we use the numerical analysis method to solve this problem. But using numerical method will divergent in iterative process occasionally, therefore we add the second numerical method in iterative process. Finally, we use some examples to discuss the stability and accuracy of the new VFIVE displacement control method, and compare with conventional geometry nonlinear method.
author2 Ching-Chiang Chuang
author_facet Ching-Chiang Chuang
Mian-Li Wang
王勉力
author Mian-Li Wang
王勉力
spellingShingle Mian-Li Wang
王勉力
A Study of Displacement Control of Vector Form Intrinsic Finite Element Method
author_sort Mian-Li Wang
title A Study of Displacement Control of Vector Form Intrinsic Finite Element Method
title_short A Study of Displacement Control of Vector Form Intrinsic Finite Element Method
title_full A Study of Displacement Control of Vector Form Intrinsic Finite Element Method
title_fullStr A Study of Displacement Control of Vector Form Intrinsic Finite Element Method
title_full_unstemmed A Study of Displacement Control of Vector Form Intrinsic Finite Element Method
title_sort study of displacement control of vector form intrinsic finite element method
publishDate 2015
url http://ndltd.ncl.edu.tw/handle/05394765802966353852
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